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HomeMy WebLinkAboutTTC Construction, Inc. - 2011 Sanitary Sewer System Repair Phase 1 I ((marS 1 City 1 of Y 1 Engineering Division 1 2011 Sanitary Sewer System Repair Phase 1 Manhole Additions and Replacements 1 i . rIP: Air .' ,I `' 1 ; • ' " N. a rasa. +...• . ! � .. " fi r . �`' � "4 . • . .„ r r j' fi t..,, .ir�r � _'4� I - . T 7 k' 1 ' . / i I I 1 I Construction Contract Specifications & Bid Documents City Project Number 2319 Arlft, 1 ."-• ).. V , 129 North Second Street ' a, _ Phone (509) 575 -6111 Yakima WA 98901 Fax (509) 576 -6314 1 1 August 2011 _ mA 1 2011 Sanitary Sewer System Repair Phase 1 Manhole Additions and Replacements 1 Section 1 - Alley south of East E /east of N. 7th st. Section 2 — Maryland St. south of W. Mead Ave. 1 Section 3 — W. Prasch Ave. between S. 2nd Ave. and S. 1st Ave. Section 4 — W. Prasch Ave. between S. 3'•d Ave. and S. 2 Ave. Section 5 — S. 25th Ave. and S. 24th Ave. north of Nob Hill Blvd. 1 Section 6 — Bonnie Doone Ave. between S. 24th Ave and S. 25th Ave. Section 7 — Avalanche Ave. west of N. 46th Ave. 1 Section 8 — N. 44th Ave. north of Snowmountain Rd. Section 9 — Oak St. west of N. 1st St. Replacement at E. Yakima Ave. and N. Naches Ave. ' Replacement at E Beech St. west of S. Naches Ave. 1 City Project No. 2319 August 2011 R s hy oy WAS,,, 1 •• C � ' r �= J *Pc) 1'4'ISTERTI� ' L {S4SI AI C` ON, 1 1 1 1 1 1 I I CONTENTS CITY OF YAKIMA I 2011 Sanitary Sewer System Repair Phase 1 I MH Additions and Replacements City Project No. 2319 SECTION PAGE I INVITATION TO BID . 5 STANDARD SPECIFICATIONS Standard Specifications 7 I Amendments to the 2010 Standard Specifications 7 CONTRACT PROVISIONS I General Special Provisions and Contract Special Provisions 39 Project Description 40 1 -02 Bid Procedures and Conditions 41 I 1 -03 Award and Execution of Contract 45 1 -04 Scope of Work 46 1 -05 Control of Work 47 I 1 -06 Control of Material 50 1 -07 Legal Relations and Responsibilities to the Public 52 1 -08 Prosecution and Progress 60 I 1 -09 Measurement and Payment 63 1 -10 Temporary Traffic Control 64 2 -02 Removal of Structures and Obstructions 66 2 -07 Watering 66 I 5 -04 Hot Mix Asphalt . 67 7 -05 Manholes, Inlets, Catch Basins, and Drywells 73 7 -08 General Pipe Installation Requirements 73 I 7 -17 Sanitary Sewers 74 8 -01 Erosion Control and Water Pollution Control 76 STANDARD PLANS 77 I Contract Form 85 Performance Bond Form 87 I Informational Certificate of Insurance 89 Informational Additional Insured Endorsement 91 Minimum Wage Affidavit Form 93 I PREVAILING WAGE RATES Prevailing Wage Rates 95 I I 3 PROPOSAL Proposal Form 139 Item Proposal Bid Sheet 141 Bid Bond Form 143 Non - Collusion Declaration 145 Non - Discrimination Provision 146 Women and Minority Business Enterprise Policy 147 Council Resolution 148 Compliance With Immigration and Naturalization Act 149 Affirmative Action Plan 151 Bidders Certification 153 Materially and Responsiveness 155 Proposal Signature Sheet 157 Bidders Check List 159 ' PLANS & DETAILS Traffic Control Plans Attached Construction Plans Attached I 4 ' 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 31, 2011 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA 2011 Sanitary Sewer System Repair Phase 1 Manhole Additions and Replacements ' City Project No. 2319 This project consists of the construction of 10 new manholes, and removing and replacing 2 existing manholes. All work is to be in accordance with the plans and specifications as prepared by the City 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 $30.00 for each set, non refundable, or by ordering a ' set by phone at 509 - 575 -6111 or by fax at 509 - 576 -6314. 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 17` day of August, 2011 ' Deborah J. Kloster CITY CLERK PUBLISH: August 17, 2011 ' August 24, 2011 ' 5 ' STANDARD SPECIFICATIONS I INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2010 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 1 supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. ' SECTION 1 -01, DEFINITIONS AND TERMS August 2, 2010 1- 01.2(1) Associations and Miscellaneous The abbreviation and definition "AREA American Railway Engineering Association" is replaced with the following: AREMA American Railway Engineering and Maintenance Association SECTION 1 -02, BID PROCEDURES AND CONDITIONS July 11, 2011 1 -02.5 Proposal Forms The first paragraph is revised to read: At the request of a prequalified Bidder, the Contracting Agency will provide a physical Proposal Form for any project on which the Bidder is eligible to Bid. For certain projects selected at the sole discretion of the Contracting Agency, the Bidder may also be authorized to access an electronic Proposal Form for submittal via Trns•Port Expedite® software and BidExpress®. ' 1 - 02.6 Preparation of Proposal The first paragraph is revised to read: I The Contracting Agency will accept only those Proposals properly executed on physical forms it provides, or electronic forms that the bidder has been authorized to access. Unless it approves in writing, the Contracting Agency will not accept Proposals on forms attached to the Plans and stamped "Informational ". The second paragraph is revised to read: ' All prices shall be in legible figures (not words) written in ink or typed, and expressed in U.S. dollars and cents. The Proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), 8 1 1 2. An extension for each unit price (omitting digits more than two places to the right of the decimal point), and 3. The total Contract price (the sum of all extensions). In the space provided on the signature sheet, the Bidder shall confirm that all Addenda ' have been received. The third paragraph is revised to read: 1 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprises (DBE) Utilization Certification, when required by the Special Provisions. For each and ' every DBE firm listed on the Bidder's completed DBE Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidders completed DBE t Utilization Certification. WSDOT Form 422 -031 EF (DBE Written Confirmation Document) is available for this purpose. Bidder must submit good faith effort documentation with the DBE Utilization Certification ONLY In The Event the bidder's efforts to solicit sufficient DBE ' participation have been unsuccessful. Directions for delivery of the DBE Written Confirmation Documents and DBE Good Faith Effort documentation are included in Section 1 -02.9 Delivery of Proposal and Section 1 -02.10 Withdrawing, Revising or Supplementing Proposal. ' 1 - 02.7 Bid Deposit This section is revised to read: ' A deposit of at least 5- percent of the total Bid shall accompany each Bid. This deposit may be cash, certified check, cashier's check, or a proposal bond (Surety bond). For projects ' that are selected by the Contracting Agency to be bid electronically, the proposal bond may be in either a physical format, or an electronic format via Surety2000.com or Insurevision.com and BidExpress®. When a physical bid deposit or proposal bond is ' furnished to accompany an electronic Proposal Form, the Bid deposit shall be received by the Contracting Agency at the location specified for receipt of bids prior to the time set for receipt of Bids. Any proposal bond shall be on a form acceptable to the Contracting Agency and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5- percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the ' current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5- percent with the Bid or as a physical supplement to the electronic Proposal Form shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. 1 1 02.8(2) Lobbying Certification The last paragraph is revised to read: The Certification for Federal -Aid Contracts (Form DOT 272 -040) may be reproduced from the Proposal form. The disclosure form is available from the Washington State Department of Transportation's Contract Ad & Award Office, Transportation Building, Olympia, ' Washington 98504. 1 9 t 1 -02.9 Delivery of Proposal This section is revised to read: For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and submitted in the envelope provided with it, or electronically via Trns•Port Expedite® software and BidExpress® at the location and time identified in Section 1- 02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. For projects scheduled for bid opening in other locations, each Proposal shall be sealed and submitted in the envelope provided with it, at the location and time identified in Section 1- 02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. The Contracting Agency will not open or consider any Proposal or any supplement to a Proposal that is received after the time specified for receipt of Proposals, or received in a location other than that specified for receipt of Proposals. NOTE: Certain documents that are required for an electronic Bid Proposal to be responsive CANNOT be submitted electronically via Trns•Port Expedite® software and BidExpress®. These documents include: 1. DBE Written Confirmation Documents; and, 2. Good Faith Effort Documentation; and, 3. Cash, certified checks, cashier's checks, or a proposal bond (Surety bond) in formats other than via Surety2000.com or Insurevision.com. The Bidder shall provide all documents that are required for an electronic Bid Proposal to be responsive (but cannot be submitted electronically via Trns•Port Expedite® software and BidExpress®) as a supplement to their electronic Bid Proposal in one of the following methods: 1. Physically in a sealed envelope marked as "BID SUPPLEMENT" and bearing the Bidders company name, project title, Bid date, and description of contents (for example: DBE Written Confirmation, DBE Good Faith Efforts, Proposal Deposit, etc.); or, 2. Except for Item #3 above, by facsimile to the following FAX number: (360) 705- 6966. E- mailed submittals are not acceptable. The Contracting Agency is not responsible for delayed, partial, failed, illegible or partially legible FAX document transmissions, and such documents may be rejected as incomplete at the Bidder's risk. 1 - 02.10 Withdrawal or Revision of Proposal 1 This section including title is revised to read: Withdrawing, Revising, or Supplementing Proposal 1 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person, and 10 2. The Contracting Agency receives the request before the time set for receipt of Proposals. The original physical Bid Proposal may be supplemented, or revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time set for receipt of Proposals. Faxed Bid revisions and supplements will be accepted only if they are 1 submitted in accordance with the "Example Format for Facsimile Bid Changes" instructions posted on the WSDOT website at http : / /www.wsdot.wa.gov /biz/contaa /bulletin /. ' E- mailed requests to withdraw, revise or supplement a Proposal are not acceptable. The contracting Agency is not responsible for delayed, partial, failed, illegible or partially legible FAX document transmissions, and such documents may be rejected as incomplete at the Bidders risk. The Contracting Agency will not accept requests to revise or withdraw electronic Bid Proposals. Such requests shall be furnished directly to BidExpress® and in accordance with their terms and conditions. 1 - 02.13 Irregular Proposals In the first paragraph, Item h beneath item number 1 is revised to read: h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Utilization Certification, if applicable, as required in Section 1 -02.6; In the first paragraph, item I beneath item number 1 is revised to read: i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1 -02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; ' Item 1 in the first paragraph is supplemented with the following: j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; or k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation. ' SECTION 1 -06, CONTROL OF MATERIALS January 3, 2011 1 -06.1 Approval of Materials Prior to Use This section is supplemented with the following new sub - section: I r I 11 I 1- 06.1(4) Fabrication Inspection Expense In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: • Steel Bridges and Steel Bridge components • Cantilever Sign Structures and Sign Bridges • Prestressed Concrete Girders and Precast Bridge Components • Cylindrical, Disc, Pin, and Spherical Bearings • Modular Expansion Joints • Epoxy Coated Reinforcing Steel • Painted and Powder Coated Luminaire and Signal Poles • Additional items as may be determined by the Engineer I The deductions for fabrication inspection costs will be as shown in the Payment Table below. I Zone Place of Fabrication Reduction in Payment 1 Within 300 airline miles None I from Seattle 2 Between 300 and 3,000 $700.00 per *inspection airline miles from Seattle day I 3 Over 3,000 airline miles $1,000 per *inspection from Seattle day, but not less than $2,500 per trip *Note - An inspection day includes any calendar day or portion of a calendar day spent inspecting at or traveling to and from a place of fabrication. Where fabrication of an item takes place in more than one zone, the reduction in payment will be computed on the basis of the entire item being fabricated in the furthest of zones where any fabrication takes place on that item. t The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication inspection activities to include but not limited to; plant approvals, prefabrication meetings, fabrication, coatings and final inspection. I 1 1 12 I I I 1- 06.2(2)A General Table 2 "Pay Factors" on page 1 -39 is revised to read: I Table 2 Pay Factors PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (PU + PL) -100 Category n_3 n=4 n=5 n=6 n=7 n=8 n=9 n_10 n=12 n=15 n=18 n=23 n=30 n=43 n=67 I to to to to to to to to n=11 n=14 n=17 n=22 n=29 n=42 n_66 b 1.05 100 100 100 100 100 100 100 100 100 100 I 1.04 100 99 97 95 96 96 96 97 97 97 97 1.03 100 98 96 94 92 93 93 94 95 95 96 96 1.02 99 97 94 91 89 90 91 92 93 93 94 94 1.01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93 1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 I 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86 I 0.94 0.93 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81 I 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 ' 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 I (Continued) I Table 2 "Pay Factors" on page 1 -40 is revised to read: I Table 2 Pay Factors (continued) PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (Pu + Pi) -100 I Category n=3 n =4 n_5 n=6 n=7 n=8 n =9 n =10 n=12 n=15 n=18 n =23 n =30 n=43 n=67 to to to to to to to to n =11 n =14 n=17 n=22 n =29 n =42 n =66 0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 75 0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73 I 0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72 0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71 0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 70 0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 69 0.79 39 43 46 49 51 52 54 55 57 59 61 62 64 66 68 I 0.78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 67 0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 66 0.76 35 39 43 45 47 49 50 52 54 56 57 59 61 63 65 0.75 33 38 42 44 46 48 49 51 53 54 _ 56 58 60 62 64 REJECT I Values Less Than Those Shown Above Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor Note: If the value of (P + P - 100 does not correspond to a (P„ + P,) - 100 value in this table, use the next smaller (P + P,) - 100 value. I I I I 13 1 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 1, 2011 I 1 -07.2 Sales Tax The third sentence in the first paragraph is revised to read: ' The Contractor shall contact the Contract Payment section of the Division of Accounting & Financial Services of the Department of Transportation, Olympia WA for questions on sales tax. The first sentence in the third paragraph is revised to read: The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract - related taxes have been paid (RCW 60.28.051). ' 1 07.5(3) State Department of Ecology Item No. 4. in the first paragraph is revised to read: ' 4. Perform Work in such a manner that all materials and substances not specifically identified in the Contract documents to be placed in the water do not enter waters of the State, including wetlands. These include, but are not limited to, petroleum products, hydraulic fluid, fresh concrete, concrete wastewater, process wastewater, slurry materials and waste from shaft drilling, sediments, sediment -laden water, chemicals, paint, solvents, or other toxic or deleterious materials. 1 07.9(1) General The second sentence in the fourth paragraph is revised to read: When the project involves highway Work, heavy Work and building Work, the Contract Provisions may list a Federal wage and fringe benefit rate for the highway Work, a separate Federal wage and fringe benefit rate for both the heavy Work and the building Work. 1 07.13(4) Repair of Damage ' The last sentence in the first paragraph is revised to read: For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2), 1- 07.13(3), or 8- 17.5, payment will be made in accordance with Section 1 -09.4 using the estimated bid item "Reimbursement for Third Party Damage ". 1 - 07.14 Responsibility for Damage The third, fourth and fifth paragraphs are revised to read: Subject to the limitations in this section and RCW 4.24.115 the Contractor shall indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and all officers and employees of the State from all claims, suits, or actions brought for injuries to, or death of, any persons or damages resulting from construction of the Work or in consequence of any negligence or breach of contract regarding the Work, or the use of any improper materials in the Work, caused in whole or in part by any act or omission by the Contractor or the agents or employees of the Contractor during performance or at any time before final 14 ' acceptance. In addition to any remedy authorized by law, the State may retain so much of the money due the Contractor as deemed necessary by the Engineer to ensure indemnification until disposition has been made of such suits or claims. 1 Subject to the limitations in this section and RCW 4.24.115, the Contractor shall indemnify, defend, and save harmless any county, city, or region, its officers, and employees connected with the Work, within the limits of which county, city, or region the Work is being performed, all in the same manner and to the same extent as provided above for the protection of the State, its officers and employees, provided that no retention of money due the Contractor be made by the State except as provided in RCW 60.28, pending disposition ' of suits or claims for damages brought against the county, city, or district. Pursuant to RCW 4.24.115, where such claims, suits, or actions result from the concurrent ' negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this section shall be valid and enforceable only to the extent of the ' Contractor's negligence or the negligence of its agents and employees. This section is supplemented with the following: THE CONTRACTOR SPECIFICALLY ASSUMES ALL POTENTIAL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE CONTRACTOR AND, SOLELY FOR THE PURPOSE OF ENFORCING THE DEFENSE AND INDEMNIFICATION OBLIGATIONS SET FORTH IN SECTION 1- 07.14, THE CONTRACTOR SPECIFICALLY WAIVES ANY IMMUNITY GRANTED UNDER THE STATE INDUSTRIAL INSURANCE LAW, RCW TITLE 51. THIS WAIVER HAD BEEN MUTUALLY NEGOTIATED BY THE PARTIES. THE CONTRACTOR SHALL SIMILARLY REQUIRE THAT EACH SUBCONTRACTOR IT RETAINS IN CONNECTION WITH THE PROJECT COMPLY WITH THE TERMS OF THIS PARAGRAPH, WAIVE ANY IMMUNITY GRANTED UNDER RCW TITLE 51 AND ASSUME ALL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE SUBCONTRACTOR. ' 1 - 07.15 Temporary Water Pollution /Erosion Control The fourth paragraph is deleted. 1 07.15(1) Spill Prevention, Control and Countermeasures Plan This section is deleted in its entirety and replaced with the following: The Contractor shall prepare and implement a project- specific spill prevention, control, and countermeasures plan (SPCC Plan) 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 the Contracting Agency accepts an SPCC Plan for the project. SPCC Plan template and guidance information is available at: http:// www. wsdot. wa. gov/ Environment /HazMat/SpillPrevention.htm. ' The SPCC Plan shall address all fuels, petroleum products and hazardous materials, as defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M 31 -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. The SPCC Plan shall address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. ' 15 Implementation Requirements The Contractor shall update the SPCC Plan 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. The Contractor shall fully implement the SPCC Plan, as accepted and updated, at all times. SPCC Plan Element Requirements , The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel ' Identify the names, titles, and contact information for the personnel responsible for implementing and updating the plan and for responding to spills. 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: ' A. The project Work. B. The site location and boundaries. r C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spill Sources I 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): I 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. 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 provisions and Plans. Identify equipment and work practices that shall be used to prevent the release of contamination. 6. Spill Prevention and Response Training I Describe how and when all project personnel, including refueling personnel and other Subcontractors, shall be trained in spill prevention, containment, and response and in the location of spill response kits. I 16 ' I 7. Spill Prevention Describe the following items: ' A. The contents and locations of spill response kits that the Contractor shall supply and maintain that are appropriately stocked, located in close proximity to hazardous materials and equipment, and immediately accessible. B. Security measures for potential spill sources to prevent accidental spills and vandalism. C. Methods used to prevent stormwater from contacting hazardous materials. ' D. Secondary containment for each potential spill source listed in 4, above. Secondary containment structures shall be in accordance with Section S9.D.9 of Ecology's Construction Storm water General NPDES Permit, where secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double - walled tanks do not require additional secondary containment. E. BMP Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials and fuel. Methods to control pollutants shall use BMPs in accordance with Ecology's Construction Stormwater General NPDES Permit. BMPs guidance is provided in Ecology's Stormwater Management Manuals, such as Volume II — Construction Stormwater Pollution Prevention, BMP C153 and Volume IV Source Control BMPs. ' F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum -based U products. H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. I. Site inspection procedures and frequency. 8. Spill Response ' Outline the response procedures the Contractor shall follow for each scenario listed below, indicating that 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. 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, clean up spilled material, decontaminate equipment, and dispose of spilled and contaminated material. 17 I 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 shall 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. I C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. 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 shall use in the event of a release or spill. ' Payment Payment will be made in accordance with Section 1 -04.1 for the following bid item when it is included in the Proposal: "SPCC Plan," lump sum. I When the written SPCC Plan is accepted by Contracting Agency, the Contractor shall receive 50- percent of the lump sum Contract price for the plan. The remaining 50- percent 18 I 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 all costs associated with creating and updating the accepted SPCC Plan, all costs associated with the set up of prevention measures, and implementing the current SPCC Plan as required by this Specification. As to other costs associated with releases or spills, including restocking spill kits, 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 07.16(2) Vegetation Protection and Restoration The second paragraph is revised to read: Damage which may require replacement of vegetation includes torn bark stripping, broken branches, exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots, puncture wounds, drastic reduction of surface roots or leaf canopy, changes in grade greater than 6- inches, or any other changes to the location that may jeopardize the survival or health of the vegetation to be preserved. The third paragraph is revised to read: When large roots of trees designated to be saved are exposed by the Contractor's operation, they shall be wrapped with heavy, moist material such as burlap or canvas for ' protection and to prevent excessive drying. The material shall be kept moist and securely fastened until the roots are covered to finish grade. All material and fastening material shall be removed from the roots before covering. All roots 1 -inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. Damaged, torn, or ripped bark shall be removed as designated by the Engineer at no additional cost to the Contracting Agency. The fourth paragraph is revised to read: Any pruning activity required to complete the Work as specified shall be performed by a Certified Arborist as designated by the Engineer. 1 - 07.18 Public Liability and Property Damage Insurance This section is deleted in its entirety and replaced with the following: 1 - 07.18 Public Liability and Property Damage Insurance The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the ' policies shall be kept in force from the execution date of the Contract until the date of acceptance by the Secretary (Section 1- 05.12). 1. Owners and Contractors Protective (OCP) Insurance providing bodily injury and property damage liability coverage with limits of $3,000,000 per occurrence and, per project, in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 1204, together with Washington State Department of Transportation amendatory endorsement CG 2908 1195, specifying the Contracting 1 19 r Agency, the State, the Governor, the Commission, the Secretary , the Department and all officers and employees of the State as named insured. 2. Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each one year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and completed operations coverage shall be provided for a period of three years following Substantial Completion of the Work. 3. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and nonowned vehicles assigned to or used in the performance of the Work with a combined single limit of not less than $1,000, 000 each occurrence. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $1,000,000 per occurrence with the State named as an additional insured or designated insured in connection with the Contractor's Performance of the Contract. If pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required on the Commercial Automobile Liability insurance policy unless in- transit pollution risk is covered under a Pollution Liability insurance policy. 4. The Contractor shall be Named Insured and the Contracting Agency, the State, the Governor, the Commission, the Secretary, the Department, all officers and employees of the State, and their respective members, directors, officers, employees, agents and consultants (collectively the "Additional Insureds ") shall be included as Additional Insureds for all policies and coverages specified in this Section, with the exception of the OCP policy. Said insurance coverage shall be primary and non - contributory insurance with respect to the insureds and the Additional Insureds. Any insurance or self- insurance beyond that specified in this Contract that is maintained by any Additional Insured shall be in excess of such insurance and shall not contribute with it. All insurance coverage required by this Section shall be written and provided by "occurrence- based" policy forms rather than by "claims made" forms. 1 All endorsements adding Additional Insureds to required policies shall be issued on (i) form CG 20 10 11 85 or a form deemed equivalent by the Contracting Agency, providing the Additional Insureds with all policies and coverages set forth in this Section, with the exception of the OCP and Commercial Auto policies or (ii) form CA 20 48 or forms deemed equivalent by Contracting Agency, providing the Additional Insureds with all coverage's required under the Commercial Automobile Liability. 5. The coverage limits to be provided by Contractor for itself and to the Contracting Agency and Additional Insureds pursuant to this section or any Special Provision, shall be on a "per project" aggregate basis with the minimum limits of liability as set forth herein for both general liability and products /completed operations claims. The additional insured coverage required under this Section for products /completed operations claims shall remain in full force and effect for not less than three years following Substantial Completion of the project. If the Contractor maintains, at any time, coverage limits for itself in excess of limits set forth in this Section 1 -07.18 or any Special Provision, then those additional coverage limits shall also apply to the Contracting Agency and the Additional Insureds. This includes, but is not limited to, any coverage limits provided under any risk financing program of any description, whether such limits are primary, excess, contingent or otherwise. 20 1 6. All insurance policies and coverage's required under Section 1 -07.18 and Section 1- 07.10 shall contain a waiver of subrogation against the Contracting Agency , the State, t any Additional Insured and their respective departments, agencies, boards, and commissions and their respective officers, officials, agents, and employees for losses arising from Work performed by or on behalf of the Contractor. This waiver has been mutually negotiated by the parties. t 7. Where applicable, the Contractor shall cause each Subcontractor to provide insurance that complies with all applicable requirements of the Contractor - provided insurance as 1 set forth herein, in circumstances where the Subcontractor is not covered by the Contractor - provided insurance. The Contractor shall have sole responsibility for determining the limits of coverage required, if any, to be obtained by Subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. In the event that a Subcontractor is required to add the Contractor as an additional insured pursuant to its contract for Work at the Project, then the Contractor shall also cause each Subcontractor to include the Contracting Agency and the Additional Insureds as additional insureds as well, for primary and non- contributory limits of liability under each Subcontractor's Commercial General Liability, ' Commercial Automobile Liability and, any other coverage's which may be required pursuant to a "Special Provision ". 8.. Unless specifically noted otherwise in the Contract Documents, the parties to this Contract do not intend by any of the provisions of this Contract to cause the public or any member thereof or any other Person to be a third party beneficiary of the Contract Documents. Nothing in this Contract authorizes anyone not a party to this Contract or ' a designated third party beneficiary to this Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Contract. It is the further intent of the Contracting Agency and the Contractor in executing the Form ' of Contract that no individual, firm, corporation or any combination thereof which supplies materials, labor, services, or equipment to the Contractor for the performance of the Work shall become thereby a third party beneficiary of this Contract. The Contract Documents shall not be construed to create a contractual relationship of any kind between the Contracting Agency and a Subcontractor or any other Person ' except the Contractor. 9. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or contain provisions for a deductible. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain such provisions. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the Contracting Agency. However in no event shall any provision for a deductible provide for a deductible in _ excess of $50,000.00. ' 10. With the exception of the Commercial Automobile liability coverage, no policies of insurance required under this Section shall contain an arbitration or alternative dispute resolution clause applicable to disputes between the insurer and its insureds. Any and all disputes concerning (i) terms and scope of insurance coverage afforded by the policies required hereunder and /or (ii) extra contractual remedies and relief which may ' be afforded policy holders in connection with coverage disputes, shall be resolved in Washington Superior Court, applying Washington law. 21 I 11. Prior to Contract execution, the Contractor shall file with the Department of I Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504- 7420, ACORD Form Certificates of Insurance evidencing the minimum insurance I coverages required under these Specifications. Within 30 days of being awarded a Contract, the Contractor shall provide the Department with complete copies, which may be electronic copies, of all insurance policies required under this section and any Special Provisions. 12. The Contractor shall provide written notice to the Engineer of any policy cancellations I and provide the Department of Transportation, Contract Payment Section, P.O. Box 47420 Olympia, WA 98504 -7420, by U.S Mail, notice of any policy cancellation within two business days of receipt of cancellation. 13. Failure on the part of the Contractor to maintain the insurance as required, or to not I provide certification and copies of the insurance prior to the time specified in subsection 11 above, shall constitute a material breach of Contract upon which the Contracting Agency may, after giving 5- business 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 I sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance, including any payments of deductible amounts, shall be considered incidental to and included in the unit Contract prices and no additional payment will be made. SECTION 1 -08, PROSECUTION AND PROGRESS I April 4, 2011 1 -08.1 Subcontracting I The second and third sentences in the eighth paragraph are revised to read: This Certification shall be submitted to the Project Engineer on WSDOT form 421 -023, 1 "Quarterly Report of Amounts Paid as MBE/WBE Participants ", quarterly for the State fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through September 30, October 1 through December 31, and for any remaining portion of a quarter through I Physical Completion of the Contract. The report is due 20 calendar days following the fiscal quarter end or 20- calendar days after Physical Completion of the Contract. The first sentence in the ninth paragraph is revised to read: I On all projects funded with both Contracting Agency funds and Federal assistance the Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis in which DBE work is accomplished, for every quarter in which the Contract is active or upon completion of the project, as appropriate. I The last sentence in the ninth paragraph is revised to read: When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu I of WSDOT form 421 -023, "Quarterly Report of Amounts Paid as MBE/WBE Participants ". I 22 I I r 1 -08.5 Time for Completion The last two sentences in the first paragraph are revised to read: ' When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be t counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. Item number 2.c. in the sixth paragraph is revised to read: c. Quarterly Reports of Amounts Paid as MBE/WBE Participants, or Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. ' SECTION 1 -09, MEASUREMENT AND PAYMENT August 1, 2011 ' 1- 09.2(1) General Requirement for Weighing Equipment This section is revised to read: I Unless specified otherwise, any Highway or Bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. r Scales Scales shall: ' 1. be accurate to within 0.5- percent of the correct weight throughout the range of use; 1 2. not include spring balances; ' 3. include beams, dials, or other reliable readout equipment; 4. be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts and; 5. be carefully maintained, with bunkers and platforms kept clear of accumulated materials that could cause errors. Scale Operations Contractor provided scale operations are defined as operations where a scale is set up by the Contractor specifically for the project and most, if not all, material weighed on the scale is utilized for Contract Work. In this situation, the Contractor shall provide a person to operate the project scale, write tickets, perform scale checks and prepare reports. Commercial scale operations include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this specification, all batch, hopper, and belt scales are considered to be commercial scales. When a commercial scale is used as the project scale, the Contractor may utilize a commercial scale operator provided it is at no additional cost to the contracting agency. ' In addition, the Contractor shall ensure that: 23 1 1. the Engineer is allowed to observe the weighing operation and check the daily scale weight record; 2. scale verification checks are performed at the direction of the Contracting Agency ' (see Section 1- 09.2(5)); 3. several times each day, the scale operator records and makes certain the platform ' scale balances and returns to zero when the load is removed; and 4. test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Unless otherwise approved, reporting shall utilize form 422 -027, Scaleman's Daily Report. Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will provide item quantity tickets for scales that are not self - printing. The Contractor shall provide tickets for self - printing scales. All tickets shall, at a minimum, contain the following information: I 1. date of haul; 2. contract number; , 3. contract unit Bid item; 4. unit of measure; 5. identification number of hauling vehicle; and 1 6. weight delivered a. net weight in the case of batch and hopper scales b. gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used) c. approximate load out weight in the case of belt conveyor scales The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where the material is incorporated into the permanent Work. 1 09.2(2) Specific Requirements for Batching Scales In the first paragraph, the last sentence is revised to read: Batching scales used for Portland Cement concrete or hot mix asphalt shall not be used for batching other materials. ' 24 ' I I 1- 09.2(3) Specific Requirements for Platform Scales In the first paragraph, the last sentence is revised to read: A tare weight shall be taken of each hauling vehicle at least once daily. The third paragraph is deleted. 1 09.2(5) Measurement This section is revised to read: Scale Verification Checks 1 The Engineer will verify the accuracy of each batch, hopper or platform scale. The frequency of verification checks will be such that at least one test weekly is performed for each weighed contract item of work being performed during that week. Verification checks may not be routinely conducted for weighed material, who's proposal quantity multiplied by the unit bid price, has a value less than $20,000. ' The verification will consist of one of the following methods and be at the Contractor's option: 1 1. Weigh a loaded truck on a separate certified platform scale designated by the Contractor, for the purpose of scale verification. ' 2. Weigh a vehicle that weighs at least 10,000 pounds on a separate certified scale and then check the project scale with it. 3. Establish a certified fixed load weighing at least 10,000 pounds as a check - weight. The certification shall consist of an affidavit affirming the correct weight of the fixed load. Should the scale verification check reveal a weight difference of more than 0.5- percent, a second scale verification check shall be performed immediately. If the weight differences of both comparison checks exceed the 0.5- percent limit and the scale has been over weighing, the Contractor shall immediately stop weighing and the scale shall be recertified at the Contractor's expense. If the weight difference of both comparison checks exceed the 1 0.5- percent limit and the scale is under weighing, it shall be adjusted immediately. The Contractor will not be compensated for any loss from under weighing. 1 Belt Scales To test the accuracy of a belt- conveyor scale, the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the ' same payloads taken on a separate certified platform scale. If the test results fluctuate, the Engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check ' period. If scale verification checks show the scale has been under weighing, it shall be adjusted immediately. The Contractor will not be compensated for any loss from under weighing. ' 25 If scale verification checks show the scale has been overweighing, its operation will cease immediately until adjusted. Minor Construction Items If the specifications and plans require weight measurement for minor construction items, the Contractor may request permission to convert volume to weight. If the Engineer approves, an agreed factor may be used to make this conversion and volume may be used to calculate the corresponding weight for payment. 1- 09.2(6) Payment This section is revised to read: Unless specified otherwise the Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another ' method the Engineer has approved in writing. The Contractor shall not be compensated for any loss from under weighing that is revealed by scale verification checks. If scale verification checks reveal that the scale is over weighing, then payment for all material weighed since the last valid scale verification check will be adjusted. The contracting agency will calculate the combined weight of all materials weighed after the last verification check showing accurate results. This combined weight will then be reduced for payment by the percentage of scale error that exceeds 0.5- percent unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. Unit contract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include but are not limited to: ' • furnishing, installing, certifying, and maintaining scales; • providing a weigher to operate a Contractor provided scale; • providing a weigher to operate a commercial scale, if necessary; ' • providing self - printing tickets, if necessary; • rerouting a truck for verification weighing; ' • assisting the Engineer with scale verification checks; • any other related costs associated with meeting the requirements of this section. 1 -09.9 Payments The first paragraph is revised to read: The basis of payment will be the actual quantities of Work performed according to the ' Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum Items to enable the Project Engineer to determine the Work performed on a monthly basis. Lump sum item 26 ' ' breakdowns shall be submitted prior to the first progress payment that includes payment for the Bid Item in question. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. In the third paragraph, the second sentence is deleted. ' 1 09.11(1)A Disputes Review Board Membership This section is supplemented with the following new paragraph: ' The Contracting Agency and Contractor shall indemnify and hold harmless the Board Members from and against all claims, damages, losses and expenses, including but not ' limited to attorney's fees arising out of and resulting from the actions and recommendations of the Board. ' SECTION 1 -10, TEMPORARY TRAFFIC CONTROL April 4, 2011 ' In Division 1 -10, all references to "truck mounted" are revised to read "transportable ". 1 -10.1 General ' The following sentence is inserted at the beginning of this section: Temporary traffic control refers to the control of all types of traffic, including vehicles, ' bicyclists, and pedestrians (including pedestrians with disabilities). 1 10.2(1)A Traffic Control Management ' Item number 2. in the first paragraph is revised to read: 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCPs) ' which are compatible with the Work operations and traffic control for which they will be implemented. Having the latest adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) including the Washington State Modifications to the MUTCD, the most current edition of the Public Rights -Of -Way Accessibility Guidelines (PROWAG), and applicable standards and Specifications available at all times on the project. ' 1 10.2(1)B Traffic Control Supervisor Item number 1. in the third paragraph is revised to read: ' 1. Having a current set of approved traffic control plans (TCPs), applicable Contract Provisions as provided by the Contractor, the latest adopted edition of the MUTCD, including the Washington State Modifications to the MUTCD, the book Quality ' Guidelines for Temporary Work Zone Traffic Control Devices, the most current edition of the PROWAG, and applicable standards and Specifications. ' The third paragraph is supplemented with the following: 7. Ensuring that all pedestrian routes or access points, existing or temporary, are kept clear and free of obstructions and that all temporary pedestrian routes or access points ' 27 are detectable and accessible to persons with disabilities as provided for in the approved Plans. 1- 10.2(2) Traffic Control Plans The second paragraph is revised to read: When the Contractor's chosen method of performing the Work in the Contract requires some form of temporary traffic control for vehicles, bicyclists, or pedestrians, the Contractor shall either: (1.) designate and adopt, in writing, the traffic control plan or plans from the Contract documents that support that method; or (2.) submit a Contractor's plan that modifies, supplements or replaces a plan from the Contract documents. Any Contractor - proposed modification, supplement or replacement shall show the necessary construction signs, flaggers, spotters and other traffic control devices required to support the Work. Any Contractor - proposed traffic control plan shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor's submittal, either designating and adopting a traffic control plan from the Contract documents or proposing a Contractor - developed plan, shall be provided to the Engineer for approval at least 10- calendar days in advance of the time the signs and other traffic control devices are scheduled to be installed and utilized. The Contractor shall be solely responsible for submitting any proposed traffic control plan or modification, obtaining the Engineer's approval and providing copies of the approved Traffic Control Plans to the Traffic Control Supervisor. 1- 10.2(3) Conformance to Established Standards ' The reference "(TMA's)" in the paragraph that starts with "Category 3" is deleted. The first paragraph is revised to read: ' Flagging, signs, and all other traffic control devices and procedures furnished or provided shall conform to the standards established in the latest WSDOT adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. Department of Transportation and the Washington State Modifications to the MUTCD and the most current edition of the Public Rights -Of -Way Accessibility Guidelines ' (PROWAG). Judgment of the quality of devices furnished will be based upon Quality Guidelines for Temporary Traffic Control Devices, published by the American Traffic Safety Services Association. Copies of the MUTCD and Quality Guidelines for Temporary Control Devices may be purchased from the American Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, Virginia 22406 -1022. The Washington State Modifications to the MUTCD may be obtained from the Department of Transportation, Olympia, Washington 98504. The most current edition of the Public Rights -Of -Way Accessibility Guidelines (PROWAG) can be downloaded from the United States Access Board web site (www. access - board.gov). 1- 10.3(1) Traffic Control Labor The first paragraph is revised to read: The Contractor shall furnish all personnel for flagging, spotting, for the execution of all procedures related to temporary traffic control and for the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. 1 28 , ' 1- 10.3(2)C Lane Closure Setup/Takedown Item number 1 in the first paragraph is revised to read: 1. If the Plans show a portable changeable message sign, it shall be established in advance of the operation; far enough back to provide warning of both the operation ' and any queue of traffic that has formed during the operation. In the second paragraph, the reference to "TMA/arrow board" " is revised to read "transportable ' attenuator /arrow board ". 1 10.3(3) Traffic Control Devices The following paragraph is inserted at the beginning of this section: ' Traffic control devices, including signs, furnished or provided shall conform to the standards established in the latest WSDOT adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. Department of Transportation and the Washington State Modifications to the MUTCD. Requirements for pedestrian traffic control devices are addressed in the MUTCD. ' 1 10.3(3)A Construction Signs In the fourth paragraph "height" is replaced with "top of the ballast ". ' 1 10.3(3)J Truck Mounted Attenuator The title for this section is revised to read: 1 1 10.3(3)J Transportable Attenuator I In the second and fourth paragraphs, the references to "TMA" are revised to read "Transportable Attenuator ". ' In the first paragraph, the first sentence is revised to read: Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, operate, and maintain transportable impact attenuators as required in Section 9- 35.12. In the third paragraph, the reference to "truck's" is revised to read "host vehicle's ". 1 10.4(2) Item Bids with Lump Sum for Incidentals All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable ' Attenuator(s)". In the eighth paragraph, the first sentence is revised to read: "Transportable Attenuator" will be measured per each one time only for each host vehicle with mounted or attached impact attenuator used on the project. In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with "transportable attenuator ". ' This Section is supplemented with the following: 29 No specific unit of measurement will apply to the lump sum item of "Pedestrian Traffic Control." 1 10.5(2) Item Bids with Lump Sum for Incidentals ' All references to "truck mounted impact attenuator(s)" are revised to read "transportable attenuator(s)". ' This Section is supplemented with the following: "Pedestrian Traffic Control ", lump sum. ' The lump sum Contract payment shall be full compensation for all costs of labor and materials incurred by the Contractor in performing pedestrian traffic control Contract Work defined in Section 1 -10. SECTION 2 -01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP April 5, 2010 2- 01.3(2) Grubbing In the first paragraph Item 2. e. is revised to read: e. Upon which embankments will be placed except stumps may be close -cut or trimmed as allowed in Section 2- 01.3(1) item 3. SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS January 4, 2010 2 -02.3 Construction Requirements The fourth paragraph is revised to read: The Contractor may dispose of waste material in Contracting Agency owned sites if the Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange to dispose of waste at no expense to the Contracting Agency and the disposal shall meet the requirements of Section 2- 03.3(7)C. SECTION 2 -09, STRUCTURE EXCAVATION January 3, 2011 2- 09.3(1)E Backfilling The sixth paragraph is revised to read: The water /cement ratio shall be calculated on the total weight of cementitious material. Cementitious materials are those listed in Section 5 -05.2. 2 09.3(2) Classification of Structure Excavation Item number 1 is revised to read: 1. Class A. Structure excavation required for bridge and retaining wall footings, geosynthetic retaining wall footings, structural earth walls and sign structure footings, pile or drilled shaft caps, seals, wingwall footings, detention vaults, and noise barrier wall footings shall be classified as Structure excavation Class A. If the excavation requires a cofferdam, structural shoring, or extra excavation, the work outside the neat 30 ' ' lines of the Structure excavation Class A shall be classified as shoring or extra excavation Class A. 2 09.3(3)D Shoring and Cofferdams The 14th paragraph is revised to read: ' If soldier piles are placed in drilled holes, and lagging is installed concurrently with the excavation, all backfill above the bottom of the lagging shall consist of controlled density fill or lean concrete. Backfill below the bottom of the lagging may consist of pea gravel. If full - height steel sheet lagging is installed prior to excavation, soldier pile holes may be ' backfilled with pea gravel. 2 - 09.4 Measurement ' The second sentence in the second paragraph, "Horizontal Limits ", is supplemented with the following: ' (4) more than 1 -foot outside the perimeter of the soil reinforcement area for geosynthetic and structural earth walls. ' SECTION 7 -17, SANITARY SEWERS January 3, 2011 ' 7 -17.2 Materials The first paragraph is revised to read: ' Pipe used for sanitary sewers may be: ' Rigid Concrete Thermoplastic ABS Composite Vitrified Clay PVC (Polyvinyl Chloride) ' Ductile Iron Polypropylene The fourth paragraph is supplemented with the following item: Polypropylene Sewer pipe 9 -05.25 7 - 17.5 Payments The following bid item is inserted after the bid item "ABS Composite Sewer Pipe In. Diam ": "Polypropylene Sewer Pipe In. Diam. ", per linear foot. SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL August 1, 2011 8 -01.2 Materials In the first paragraph, the following is inserted after the first sentence: ' Corrugated Polyethylene Drain Pipe 9- 05.1(6) I 31 I 8- 01.3(1) General I In the sixth paragraph, the first sentence is revised to read: When natural elements rut or erode the slope, the Contractor shall restore and repair the I damage with the eroded material where possible, and remove and dispose of any remaining material found in ditches and culverts. I In the seventh paragraph the first two sentences are deleted. The table in the seventh paragraph is revised to read: I Western Washington (West of the Cascade Mountain crest) May 1 through September 30 17 Acres I October 1 through April 30 5 Acres Eastern Washington (East of the Cascade Mountain crest.) I April 1 through October 31 17 Acres November 1 through March 31 5 Acres The eighth paragraph is revised to read: I The Engineer may increase or decrease the limits based on project conditions. I The ninth paragraph is revised to read: Erodible earth is defined as any surface where soils, grindings, or other materials may be I capable of being displaced and transported by rain, wind, or surface water runoff. The 10th paragraph is revised to read: I Erodible earth not being worked, whether at final grade or not, shall be covered within the specified time period, (see the tables below) using an approved soil covering practice. I Western Washington (West of the Cascade Mountain crest) October 1 through April 30 2 -days maximum I May 1 to September 30 7 -days maximum Eastern Washington (East of the Cascade Mountain crest.) I October 1 through June 30 5 -days maximum July 1 through September 30 10 -days maximum I 8- 01.3(1)A Submittals This section is revised to read: When a Temporary Erosion and Sediment Control (TESC) Plan is included in the Plans, I the Contractor shall either adopt or modify the existing TESC Plan. The Contractor shall provide a schedule for TESC Plan implementation and incorporate it into the Contractor's I progress schedule. The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule before any work begins. 1 32 I ' Modified TESC Plans shall meet all requirements of Chapter 6, Section 6 -2 of the current edition of the WSDOT Highway Runoff Manual. The TESC Plan shall cover all areas the Contractor's Work may affect inside and outside the limits of the project (including all ' Contracting Agency provided sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies of water). ' The Contractor shall allow at least 5- working days for the Engineer to review any original or revised TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency liable to the Contractor for any Work delays. ' 8 01.3(1)B Erosion and Sediment Control (ESC) Lead The first sentence in the third paragraph is revised to read: ' When a TESC Plan is included in the Contract Plans, the ESC Lead shall also inspect all areas disturbed by construction activities, all on -site erosion and sediment control BMP's, and all stormwater discharge points at least once every calendar week and within 24 -hours ' of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month. In the last paragraph, "Form Number 220 -030 EF" is revised to read " WSDOT Form Number 220 -030 EF ". ' 8 01.3(1)C Water Management In number 2., the reference to "Standard Specification" is revised to read "Section ". ' Number 3., is revised to read: 3. Offsite Water Prior to disruption of the normal watercourse, the Contractor shall intercept the offsite ' stormwater and pipe it either through or around the project site. This water shall not be combined with onsite stormwater. It shall be discharged at its pre- construction outfall point in such a manner that there is no increase in erosion below the site. The method ' for performing this Work shall be submitted by the Contractor for the Engineer's approval. ' 8 01.3(1)D Dispersion /Infiltration This section is revised to read: Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to sites approved by the Engineer. Water shall be conveyed to designated dispersion areas at a rate such that, when runoff leaves the area, and enters waters of the 1 State, turbidity standards are achieved. Water shall be conveyed to designated infiltration areas at a rate that does not produce surface runoff. 8 01.3(2)B Seeding and Fertilizing The fourth paragraph is revised to read: The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform ' application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term Mulch is used as a tracer, the application rate shall not exceed 250 - pounds per acre. ' In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder ". ' 33 8- 01.3(2)D Mulching , In the second paragraph, the second sentence is revised to read: Wood strand mulch shall be applied by hand or by straw blower on seeded areas. ' In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read "hydroseeder ". , The fourth paragraph is revised to read: Temporary seed applied outside the application windows established in 8- 01.3(2)F shall be covered with a mulch containing either Moderate Term Mulch or Long Term Mulch, as designated by the Engineer. 8 01.3(2)E Tacking Agent and Soil Binders The following new paragraph is inserted at the beginning of this Section: Tacking agent or soil binders applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term Mulch is used as a tracer, the application rate shall not exceed 250- pounds per acre. The third sentence in the first paragraph below "Soil Binding Using Polyacrylamide (PAM)" is revised to read: A minimum of 200 - pounds per acre of Short Term Mulch shall be applied with the dissolved PAM. In the second paragraph below "Soil Binding Using Polyacrylamide (PAM) ", "within" is revised to read "after ". The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" including title is revised to read: Soil Binding Using Moderate Term Mulch The Moderate Term Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions. The Moderate Term Mulch may require a 24 to 48 hour curing period to achieve maximum performance and shall not be applied when precipitation is predicted within 24 to 48 hours, or on saturated soils, as determined by the Engineer. The last paragraph including titled is revised to read: I • Soil Binding Using Long Term Mulch The Long Term Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions and recommendations. 8 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch The first paragraph is revised to read: Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: 34 ' Western Washington' Eastern Washington (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) ' March 1 through May 15 October 1 through November 15 only September 1 through October 1 ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be ' accomplished during the fall period listed above. Written permission to seed after October 1 will only be given when Physical Completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. 8 01.3(2)G Protection and Care of Seeded Areas The first paragraph is revised to read: ' The Contractor shall be responsible to ensure a healthy stand of grass. The Contractor shall restore eroded areas, clean up and properly dispose of eroded materials, and reapply the seed, fertilizer, and mulch, at no additional cost to the Contracting Agency. In the second paragraph, number 1. is revised to read: ' 1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas that have been damaged through any cause prior to final inspection, and reapplied to areas ' that have failed to receive a uniform application at the specified rate. 8 01.3(2)H Inspection The first sentence is revised to read: Inspection of seeded areas will be made upon completion of seeding, temporary seeding, fertilizing, and mulching. ' The third sentence is revised to read: Areas that have not received a uniform application of seed, fertilizer, or mulch at the specified rate, as determined by the Engineer, shall be reseeded, refertilized, or remulched at the Contractor's expense prior to payment. 8 01.3(2)1 Mowing In the first paragraph, the last sentence is revised to read: ' Trimming around traffic facilities, Structures, planting areas, or other features extending above ground shall be accomplished preceding or simultaneously with each mowing. ' 8 01.3(3) Placing Erosion Control Blanket In the first sentence, "Standard" is deleted. ' The second sentence is revised to read: Temporary erosion control blankets, having an open area of 60- percent or greater, may be installed prior to seeding. 8 01.3(4) Placing Compost Blanket 1 In the first paragraph, "before" is revised to read "prior to ". 1 35 The last sentence is revised to read: Compost shall be Coarse Compost. 8 01.3(5) Placing Plastic Covering The first sentence is revised to read: Plastic shall be placed with at least a 12 -inch overlap of all seams. 8 01.3(6)A Geotextile Encased Check Dam ' The first paragraph is deleted. 8 01.3(6)B Rock Check Dam , This section including title is revised to read: 8 01.3(6)B Quarry SpaII Check Dam 1 The rock used to construct rock check dams shall meet the requirements for quarry spalls. 8 01.3(6)D Wattle Check Dam , This section is revised to read: Wattle check dams shall be installed in accordance with the Plans. , 8 01.3(6)E Coir Log This section is revised to read: Coir logs shall be installed in accordance with the Plans. 8 01.3(9)A Silt Fence ' In the second paragraph, the second sentence is revised to read: The strength of the wire or plastic mesh shall be equivalent to or greater than what is required in Section 9- 33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab tensile strength in the machine direction). 8 01.3(9)B Gravel Filter, Wood Chip or Compost Berm In the second paragraph, the last sentence is deleted. The third paragraph is revised to read: The Compost Berm shall be constructed in accordance with the detail in the Plans. Compost shall be Coarse Compost. 8- 01.3(9)C Straw Bale Barrier 111 This section is revised to read: Straw Bale Barriers shall be installed in accordance with the Plans. 8 01.3(9)D Inlet Protection The first three paragraphs are revised to read: 36 1 Inlet protection shall be installed below or above, or as a prefabricated cover at each inlet grate, as shown in the Plans. inlet protection devices shall be installed prior to beginning clearing, grubbing, or earthwork activities. Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the requirements of Section 9 -33.2, Table 1 for Moderate Survivability, and the minimum ' filtration properties of Table 2. When the depth of accumulated sediment and debris reaches approximately 1/2 the height of an internal device or 1 /3 the height of the external device (or less when so specified by the manufacturers) or as designated by the Engineer, the deposits shall be removed and stabilized on site in accordance with Section 8- 01.3(16). P 8 01.3(10) Wattles In the first paragraph, the third sentence is revised to read: Excavated material shall be spread evenly along the uphill slope and be compacted using hand tamping or other method approved by the Engineer. ' This section is supplemented with the following new paragraph: The Contractor shall exercise care when installing wattles to ensure that the method.,of installation minimizes disturbance of waterways and prevents sediment or pollutant discharge into waterbodies. 8 01.3(12) Compost Sock In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read "waterbodies ". In the second paragraph "bank" is revised to read "slope ". P in the third paragraph "and" is revised to read "or ". This section is supplemented with the following new paragraph: Compost for Compost Socks shall be Coarse Compost. 8 01.3(14) Temporary Pipe Slope Drain ' The first paragraph is revised to read: Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be constructed in accordance with the Plans The last paragraph is revised to read: Placement of outflow of the pipe shall not pond water on road surface. 8 01.3(15) Maintenance In the fourth paragraph, the last sentence is revised to read: Clean sediments may be stabilized on site using approved BMPs as approved by the Engineer. 37 I 8- 01.3(16) Removal I In the second paragraph, the last sentence is revised to read: This may include, but is not limited to, ripping the soil, incorporating soil amendments, and I seeding with the specified seed. 8 - 01.4 Measurement I The eighth paragraph is revised to read: Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the I linear foot along the ground line of completed barrier. 8 - 01.5 Payment I The following bid items are relocated after the bid item "Check Dam ": "Inlet Protection ", per each. "Gravel Filter Berm ", per linear foot. I The following new paragraph is inserted before the bid item "Stabilized Construction Entrance ": I The unit Contract price per linear foot for "Check Dam" and "Gravel Filter Berm" and per each for "Inlet Protection" shall be full pay for all equipment, labor and materials to perform I the Work as specified, including installation, removal and disposal at an approved disposal site. The paragraph after the bid item "Temporary Curb" is revised to read: I The unit Contract price per linear foot for "Temporary Curb" shall include all costs to install, I maintain, remove, and dispose of the temporary curb. The following bid item is inserted after the bid item "Mulching with Pam ": "Mulching with Short Term Mulch ", per acre. I The bid item "Mulching with BFM" is revised to read: I "Mulching with Moderate Term Mulch" The bid item "Mulching with MBFM /FRM" is revised to read: I "Mulching with Long Term Mulch" I I I 38 I ' SPECIAL PROVISIONS SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2010 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision ' ( * * * * * *) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. ' (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: 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. 1 1 1 39 I DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This contract provides for the improvement of * ** This project consists of the construction of 10 I new manholes, and removing and replacing 2 existing manholes * ** and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. I 1 - 01 DEFINITIONS AND TERMS 1 -01.3 Definitions 1 (September 12, 2008 APWA GSP) This Section is supplemented with the following: I All references in the Standard Specifications to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary I 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 I designated location ". The venue of all causes of action arising from the advertisement, award, execution, and 1 performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. I 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 I 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. I 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 I Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. I 40 I I ' 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. 1 - 02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: ' 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. ' 41 I 1 -02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can 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 plans (11" x 17 ") 2 Furnished automatically upon award. Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x n/a Furnished only upon 34 ") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source , stated in the Call for Bids, at the Contractor's own expense. 1 - 02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: ' The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's 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. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1 - 02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: ' 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 42 ' r 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: 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. r 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 -02.7 Bid Deposit (October 1, 2005 APWA GSP) ' Supplement this section with the following: 1 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 1 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. r 1 -02.9 Delivery of Proposal (January 24, 2011 APWA GSP) 11 ' Delete this section and replace it with the following: 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 required in the Bid Documents, to ensure proper handling and ' delivery. The Contracting Agency will not consider Proposals it receives after the time fixed for opening Bids in the call for Bids. ' 43 1 -02.13 Irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read: r 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; r f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1 -02.6; The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 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 111 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 r 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, r 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. This section is supplemented with the following: : 9 Compliance with Immigration and Naturalization Act ' The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other City contract in excess of Two Thousand Five Hundred 44 I I Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. E- Verify will be used for newly hired employees during the term of the contract only; it is not to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and 1 be responsible for verification of every applicable subcontractor. If the contractor has not previously filed an E- Verify Compliance Declaration with the City, the contractor must sign the attached E- Verify Compliance Declaration and submit it to the City prior to being I awarded the contract. Failure to do so may be cause for rejection of the bid. 1 - 0 3 AWARD AND EXECUTION OF CONTRACT 1 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) I Revise the first paragraph to read: I 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 I 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 -03.3 Execution of Contract (October 1, 2005 APWA GSP) 1 . Revise this section to read: I 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. I Within Ten (10) calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before I 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 I 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 I contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of Twenty (20) additional calendar days for I 45 I return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (October 1, 2005 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, material person, 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). 1 -03.7 Judicial Review Revise the last sentence to read: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. , 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, I 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 1 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 46 I I I, 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, I 6. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT Standard Plans for Road, B ridge, and Municipal Construction. 1 1 -04.11 Final Cleanup This section is supplemented with the following: I 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 I shall e done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is accomplished. I 1 - 05 CONTROL OF WORK 1 -05.1 Authority of the Engineer I This section is supplemented with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications and Addenda, I the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such I right to reject create a cause for action for damages. The Contracting Agency shall have the authority at all times to issue a stop work order at no ,1 penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property of the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any I responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 -05.4 Conformity With And Deviations From Plans And Stakes I This section is supplemented with the following: The Contractor shall be responsible for all surveying required for this project. A I Professional Surveyor, licensed in the State of Washington, shall be employed by the Contractor to perform all horizontal and vertical control work, and to do the construction staking, including setting offset points and grades. The Contractor shall protect all existing I monuments within the construction limits from being disturbed or damaged in any way during construction. If any monuments are disturbed, damaged or removed during construction, the Licensed Surveyor shall replace such monuments in accordance with I State Law including recording a Land Corner Record for each monument affected. All associated costs for the survey work shall be incidental to the other bid items of the project. I I 47 I 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the 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. 1 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 -05.11 Final Inspection I Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing t (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date 1 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. 111 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 48 I I I 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. I 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 I Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. I The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date I 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 I make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption I 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 I 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. 1 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 I 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 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a I 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 I, 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 I 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 I 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 I 49 1 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 by required b the Engineer, shall not affect a q 9 manufacturer's guaranties or warranties furnished under the terms of the contract. 1 -05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.14, it will take these performance reports into account. 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) 1 Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1 1 -05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, ry g s, 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. 1 - 06 CONTROL OF MATERIAL Section 1 -06 is supplemented with the following: 1 -06.2 Acceptance of Materials 1- 06.2(1) Samples and Tests for Acceptance This section is supplemented with the following: 1 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 50 I ' 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 I 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 constructed. At a minimum, compaction within the roadway 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 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 roadway embankment. 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 1 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. I 1 51 I 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 I 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. 1 - 07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall app N, 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 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 I 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. I 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. I 1 -07.2 State Taxes Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) 1 The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in 52 I r ' this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. � The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(1) State Sales Tax — Rule 171 r WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. r 1- 07.2(2) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. �! For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 53 1 1- 07.2(3) Services ' The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). (March 13, 1995) The work on this project is to be performed upon lands whose ownership obligates the Contractor to collect State sales tax from the Contracting Agency. The provisions of Section 1- 07.2(2) apply. 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. 1 07.9(5) Required Documents 1 (January 24, 2011 APWA GSP) Supplement this section with the following: The Contractor or subcontractor directly contracting for "Off -Site, Prefabricated, Non - Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700- 164 -000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower -tier subcontractors to comply with the reporting requirements for "Off -Site, Prefabricated, Non - Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off-site, prefabricated, nonstandard, project specific items" means products or items that are: 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; and 4. Produced at an off -site location outside the State of Washington. I The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information I on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off -Site, Prefabricated, Non - Standard, Project Specific" items: 'I 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 54 a' 3. The contract value of the off -site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off -site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off -Site Prefabricated Non - Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. 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 1 done during the prosecution of the work for this project. It shall 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. 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 2 Ave, Rm 304, Yakima, WA 98902 509 - 575 -7183 Charter Communications 1005 N. 16 Ave., Yakima, WA 98902 509 - 575 -1697 1 City of Yakima Water Div. 2301 Fruitvale Blvd., Yakima, WA 98902 509 - 575 -6154 City of Yakima Wastewater Div. 2220 E. Viola, Yakima, WA 98901 509 - 575 -6077 Cascade Natural Gas Corp. 401 N. 1 Street, Yakima, WA 98901 509 - 457 -5905 Pacific Power PO Box 1729, Yakima, WA 98907 509 - 575 -3146 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 U underground utilities may be marked. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. 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. ' 55 1 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 Insurance '1 (January 24, 2011 APWA GSP) 1- 07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer 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 or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and /or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than 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 maintained by the Contractor for a minimum of 36 months following the Final Completion 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 111 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. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- 1 contributory insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written t notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified I copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been ' obtained and approved by the Contracting Agency. I. 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 business 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 56 r ' on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of I the contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • appointed officials The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. I 1- 07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance ' The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the -. Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- I 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of ' Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1- 07.18(5) 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 and self - insured retentions 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. ' 1- 07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: • Per project aggregate Premises /Operations Liability ' Products /Completed Operations — for a period of one year following final acceptance of the work. ' 57 I Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1- 07.18(5)B Automobile Liability Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 1 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit ' 1- 07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial ' Insurance laws of the state of Washington. Public Convenience and Safety I Construction Under Traffic Section 1- 07.23(1) is supplemented with the following: (April 2, 2007) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only 58 ' r construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. ' Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Posted " Speed ;Distance.Fr ona :: Traveled Way (Feet) ' 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 I 60 mph or greater 30 or 2 -feet beyond the outside edge of sidewalk ' Minimum Work Zone Clear Zone Distance • 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. t Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. ' Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until ' the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the ' Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. 59 r Each property owner shall be given 48 hours notice prior to entry by the Contractor. This 1 includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property ' disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: I 1- 08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; ' 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; ' 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. ' 60 r ' Add the following new section: Add the following new section: 1- 08.0(2) Hours of Work (June 27, 2011 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour ' period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on I holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be ' subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners ' regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24 -hour period. Add the following new section: 1 1- 08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006 APWA GSP; may not be used on FHWA- funded projects) 61 1 1 Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight -time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1 - 08.1 Subcontracting - D /M/WBE Reporting (October 10, 2008 APWA GSP; may not be used on FHWA- funded projects) Revise the eighth paragraph to read: ' On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This certification shall be submitted to the Engineer, on the form provided by the Engineer 20 calendar days after physical completion of the contract, whichever comes first. 1 - 08.3 Progress Schedule This section is supplemented with the following: I 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. 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. • 1 - 08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work 1 (June 27, 2011 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond ' and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site ' 62 ' r within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor ' shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon ' construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. ' 1 -08.5 Time for Completion This section is supplemented with the following: 1 (March 13, 1995) This project shall be physically completed within * ** 30 * ** working days. (June 28, 2007 APWA GSP, Option A) 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 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting ' Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.9 Payments (June 27, 2011 APWA GSP, Option A) Supplement this section with the following: ' Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. ' 63 (June 27, 2011 APWA GSP, Option B) Delete the fourth 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 preconstruction conference. ' The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month I 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 — based on the approved Contractor's lump sum 1 breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or ' other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. ' Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or ' an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1 -05.1. ' 1 - 10 TEMPORARY TRAFFIC CONTROL 1 -10.2 Traffic Control Management , 1 10.2(1) General Section 1- 10.2(1) is supplemented with the following: (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: 64 ' r ' 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 1 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 ' Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 ' 1 -10.4 Measurement 1- 10.4(1).GR1 Lump Sum Bid for Project (No Unit Items) 1- 10.4(1),INST1.GR1 (Section 1- 10.4(1) is supplemented with the following) Must use once preceding any of the following: ' 1- 10.4(1).OPT1.GR1 (Total Project Lump Sum Payment) (August 2, 2004) ' Use on projects where there will be only one item for all temporary traffic control in the bid proposal. Not for use in projects containing multi -year plant establishment. 1 Requires the establishment of a lump sum item and the deletion of all other standard temporary traffic control items. Use of this provision requires the approval of the Region Construction Manager or designee. ' This type of payment should only be used on the simpler jobs, typically single- season, for which the entire project ' duration and sequence of activities can be readily visualized. The bidder must have a reasonable opportunity to predict the necessary temporary traffic control measures and prepare a responsible estimate. The designer should be able to do the same. I 1 t ' 65 I DIVISION 2 EARTHWORK 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ' 2 -02.3 Construction Requirements This section is supplemented with the following: ' Prior to removal, the Contractor shall use a vertical saw cut to delineate the areas of pavement removal from those areas that pavement is to remain. The materials to be removed under this section shall become the property of the Contractor. The Contractor shall remove and dispose of the materials outside of the project limits. Any damage caused to the pavement, curb, gutter or sidewalk that is scheduled to remain, due to the Contractor's operation, shall be repaired by the Contractor to the satisfaction of the Engineer at no expense to the Contracting Agency. ' 2 - 02.4 Measurement This section is supplemented with the following: ' Where saw cutting is necessary, the Contractor shall be paid by the linear foot, per inch depth, which includes all labor and equipment required to do the cut. ' 2 - 02.5 Payment This section is supplemented by adding the following pay item: "Saw Cut, Per Inch Depth ", per linear foot. 2 -07 WATERING ' 2 -07.3 Construction Requirements Supplement this section with the following: I 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. 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 an 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. 66 ' 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. 1 DIVISION 5 ' SURFACE TREATMENTS AND PAVEMENTS 5 -04 HOT MIX ASPHALT ' 5- 04.3(7)A Mix Design (March 10, 2011 APWA GSP) ' Delete this section and replace it with the following; 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). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of ' DOT form 350 -042 and the percent of asphalt binder is required. In no case shall the paving begin before the determination of anti -strip requirements has been made. Anti - strip requirements will be determined by: ' a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in accordance with WSDOT TM 718. c. Historical aggregate source ant -strip use provided by WDOT. The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. 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. Mix Design Verification. Verification shall be accomplished by one of the following t processes: ' 67 1 a. Submit samples to WSDOT State Materials Lab for WSDOT verification ' testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. c. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 3. Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance ' with section 5- 04.3(8)A for field verification per the requirements of Section 9- 03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9- 03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. c. If the test results from the first Production Sample are outside the , tolerances of section 9- 03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5- 04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP ' 728. 5 04.3(8)A1, General (March 10, 2011 APWA GSP) ' Delete these sections and replace them with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. 68 ' I Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 1 5- 04.3(8)A4, Definition of Sampling Lot and Sublot (March 10, 2011 APWA GSP) Delete this section and replace it with the following: For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix ' design will be expected to occur. The initial JMF is defined in Section 5- 04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of the change ' will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional ' testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an ' acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. 5- 04.3(8)A5, Test Results ' (March 10, 2011 APWA GSP) Delete this section and replace it with the following: 1 The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix ' design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To challenge test results, the Contractor shall submit a written challenge within 7- calendar days after receipt of the ' specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: 69 1 Deviation U.S. No. 4 sieve and larger Percent passing ±4.0 U.S. No. 8 sieve Percent passing ±2.0 U.S. No. 200 sieve Percent passing ±0.4 Asphalt binder Percent binder content ±0.3 Va Percent Va ±0.7 If the results of the challenge sample testing are within the allowable deviation established ' above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample. If the results of ' the challenge sample testing are outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. ' 5 04.3(8)A7 Test Section — HMA Mixtures (March 10, 2011 APWA GSP) Delete this section. 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. 70 ' I ' 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 ) PP roaches Add the following verbiage to the first sentence of this section: ' "or reconstructed" after the word "constructed ". ' 5- 04.3(17) Paving Under Traffic Revise the last paragraph of Section 5- 04.3(17) as follows: ' Change the phrase "except cost of temporary pavement markings," to "including the cost of temporary pavement markings," t 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2011 APWA GSP) ' Delete the first paragraph and table and replaced them with the following: 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 ' /2 ", 1 ", 3 /4 ", '/2 ", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 ' Delete items 1 -3 in Paragraph two and replaced with the following: A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA t 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 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 ' 71 I 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 1 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 (March 10, 2011 APWA GSP) Delete this section and replace it with the following: ' The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less 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. 5 -04.5 Payment Add the following pay item: "Pavement Repair", Per Sq. Yd. ' The unit contract price for "Pavement Repair" shall be full compensation for the complete repair of the paved roadway surface due to trenching, including furnishing all materials required, and all labor and equipment needed to place and compact the crushed surfacing base course and the HMA pavement. 1 72 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7 -05 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, catch basin frames and grates, inlet frames and grates, water valve boxes and other utility castings shall be adjusted in accordance with Section 5- 04.3(13) Surface Smoothness. ' Existing cast iron rings and lids on sanitary sewer and storm drain manholes shall be removed and disposed of, and shall be replaced in accordance with Section 9- 05.15(1) of these Special Provisions. I 7 - 08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.2 Materials ' Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9- 03.9(3) ' Controlled Density Fill 2- 09.3(1)E. 7- 08.3(1)A Trenches ' Supplement paragraph 7 with the following: To further assist in locating water valves, fire hydrants and water meters in an emergency, and to protect the existing water mains during construction, the Contractor shall provide highly visible offset markings for all existing water valves, fire hydrants and water meters before beginning construction. Fire Hydrants shall not be blocked at any time. The ' Contractor shall avoid locating trench excavated material, or construction materials, such as pipe and gravel etc, and equipment over any of the water valves and water meters during construction. ' Delete paragraph 8. 1 Supplement paragraph 10 with the following: Trench dewatering may be required for portions of this project. The Contractor is advised ' that the existing water table has not been determined and may vary seasonally. The Contractor shall provide the Engineer with his proposed plan for dewatering the trench, and shall not begin work until the plan has been approved. The plan shall be in compliance with all Federal, State and Local regulations. All permits that may be required for ' 73 dewatering shall be the responsibility of, and be obtained by the Contractor and shall be noted in the plan. 7 08.3(1)C Bedding the Pipe Supplement paragraph 2 with the following: All pipe shall be bedded as shown on the Typical Trench Detail (sewer), City of Yakima Standard Details. 7 08.3(3) Backfilling Add the following paragraph: ' Where directed by the Engineer, mainline trenches or street - crossing trenches shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course (for Trench Backfill). Where the new sanitary sewer crosses beneath an existing water main with a clearance less than 18- inches or when directed by the Engineer, the Contractor shall use Control Density Fill (CDF) per Section 2- 09.3(1)E to backfill the trench between the pipe bedding zone and the existing water main. ' 7 - 08.4 Measurement Add the following: Crushed Surfacing Top Course (for Trench Backfill) shall be measured by the Ton. 111 7 - 08.5 Payment Add the following bid items: "Crushed Surfacing Top Course (for Trench Backfill)", per ton. ' "Trench Dewatering ", by Force Account For the purpose of providing a common proposal for all bidders, and for that purpose only, 1 the City has established the force account amount for "Trench Dewatering ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid submitted by the Contractor. This amount is approximate, and not guaranteed to be accurate. 7 - 17 SANITARY SEWERS 7 -17.1 Description , This section is supplemented with the following: This work shall consist of the necessary bypass of the existing sanitary sewer line and ' manholes for the rehabilitation and restoration of said sanitary sewer line and manholes. The Contractor shall provide all materials and equipment necessary to safely and adequately bypass individual sections of the sanitary sewer system to allow cleaning, preparation, installation, inspection and testing of proposed improvements. 1 74 I t 7 -17.3 Construction Requirements This section is supplemented with the following: ' The Contractor is responsible to provide a bypass schedule for approval by the Engineer 48 hours, excluding weekends, prior to scheduling work in a particular section. The Contractor shall prepare a bypass plan showing the proposed location, method, material, capacity, scheduling and traffic control for bypass to be included in the Contractor bid package. 7- 17.3(3) Sanitary Sewer Connections (New Section) Where installing manholes, the Contractor may need to connect a short section of new ' sanitary sewer pipe to pipe. The method of connection shall be submitted to the Engineer for approval prior to use. ' 7 -17.4 Measurement This section is supplemented with the following: ' Sanitary Sewer - In. Diam. Connection shall be measured per each. 7 -17.5 Payment This section is supplemented with the following: Payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal "Sanitary Sewer _ - In. Diam. Connection ", per each The unit contract price for "Sanitary Sewer _ - Inch Diam. Connection" shall be full compensation for all necessary parts, labor, and material required to connect the existing sanitary sewer pipe to new sanitary sewer pipe. ' "Sanitary Sewer Bypass ", by Force Account For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has established the force account amount for "Sanitary Sewer Bypass ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total ' bid submitted by the Contractor. This amount is approximate, and not guaranteed to be accurate. t ' 75 I DIVISION 8 I MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL I 8 -01.3 Construction Requirements 8 - 01.3 General I The tenth paragraph of Section 8- 01.3(1) is revised to read: (January 25, 2011) I Erodible Soil Eastern Washington 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: I July 1 through September 30 30 days October 1 through June 30 15 days I 8- 01.3(1)A Submittals Section 8- 01.3(1)A is supplemented with the following: I (April 3, 2006) Prior to beginning any concrete or grinding work, the Contractor shall submit a I plan, for the Engineer's review and approval, outlining the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 I and pH 8.5 prior to being discharged from the project or entering surface waters. I I I I I I I I 76 I ' STANDARD PLANS January 3, 2011 ' The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 09 -013, effective January 3, 2011 is made a part of this contract. The Standard Plans are revised as follows: B -10.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C -1 Note 6 is revised as follows: Type 1 -_ is replaced with a blank (fill -in) following Type _- C-1 b ' Note 5 is revised as follows: Type 1 -_ is replaced with a blank (fill -in) following Type = C -3, C -3B, C -3C Note 1 is revised as follows: replace reference F -2b with F -10.42 C -5 Note 1. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts Standard Spec. 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. ' Is revised as follows: Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts per Standard Spec. 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. ' C -7 Note 2. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts (Standard Spec. 9- 06.5(4)), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. Is revised as follows: Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (5 MIN.) per Standard Spec. 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. C -7a Note 1. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength ' bolts (Standard Spec. 9- 06.5(4)), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans. Is revised as follows: Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (5 MIN.) per Standard Spec. 9- 06.5(4), with thin slab ferrule inserts or resin bonded anchors. See ' Contract Plans. C -14a SECTION B, callout — 1W PVC CONDUIT (TYP.) is revised to read: 1 %" PVC CONDUIT (TYP.) callout (mark) 8 #9 -- 36" (TYP.) is revised to read: callout (mark) 8 #8 — 36" (TYP.) ' 77 EPDXY BAR EXPANSION JOINT DETAIL, callout (mark) W #9 (epoxy coated symbol) — 36" (TYP.) is revised to read: callout (mark) 8 #8 (epoxy coated symbol) — 36" (TYP.) C20.40 Plan View, Remove (Cases 19A & B -31) (Case 20 -31) (case 21 -31) from the span dimension DD = 3 Sheet 1, Key Note 1, the term "Low Survivability" is revised to "Moderate Survivability" D -3b Key Note 7,reference D -3a is revised to D -3.10 TYPICAL SECTION, lower left corner, reference D -3a is revised to D -3.10 D -3c ' Key Note 7,reference D -3a is revised to D -3.10 TYPICAL SECTION, lower left corner, references (2x) D -3a are revised to D -3.10 G -24.40 Existing callout - CORNER BOLT (TYP.) New callout - CORNER BOLT OR SHOULDER BOLT (TYP.) G -24.60 ELEVATION, upper left corner, callout W6x12 STEEL SIGN POST (TYP.) is revised to read: STEEL SIGN POST (TYP.) -(See Contract Plans for Post Sizes) ELEVATION, upper center, callout Steel Sign Post— (W6x12 through W10x26- -See Contract) is revised to read: Steel Sign Post (Typ.) -(See Contract Plans for Post Sizes) ' Both Elevations, dimension for "post height" should be to the top of the post not the sign JJ = 1f ' Note 2, reference to J -7d is revised to J -15.15 J -3b ' Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J- 6C..." is revised to read: "SEE STANDARD PLAN J- 10.10..." J -7c Note 3, reference to J -7d is revised to J -15.15 J -10.10 Sheet 1,Plan Note 11. If the slope is 3H:1V or steeper, special considerations may be necessary for safety reasons. Easier access using a stairway may be used. See Plan Sheet Library RD -15 for details. Coordinate with Maintenance and Project Engineer. ' Is revised to read as follows: If the slope is 3H:1 V or steeper, special considerations may be necessary for safety reasons. Easier access using a stairway may be prudent. Contact WSDOT Bridge and Structures office for stairway design. J -16b ' 78 ' Key Note 1, reference to J -16a is revised to J -40.36 J -16c Key Note 1, reference to J -16a is revised to J -40.36 J -20.10 Sheet 2, 2 -Way Mounting Angle Detail, Dimension 1.625" is revised to 1.8125" Dimension 2.375" is revised to 2.1875" ' J -21.10 Sheet 1, Detail C, callout 4 -3/4" x 2' -6" Anchor Bolt (Typ.) -ASTM A -307 or F 1554 GR 36 (See Note 4) is revised to 3/4" x 2' -6" Anchor Bolt (Typ. of 4)-ASTM A -307 or F 1554 GR 36 (See Note 4) Sheet 2, Detail F, callout 3 -3/4" x 2' -6 "x4" Anchor Bolt (Typ.) -ASTM A -307 or F 1554 GR 36 (See Note 4) is revised to 3/4" x 2' -6" Anchor Bolt (Typ. of 3) -ASTM A -307 or F 1554 GR 36 (See Note 4) ' K -80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K -80.35 ' L- 20.10, Sheet 1 Delete all references to tension cable and substitute tension wire. Add knuckled selvage is required on the top edge of the fence fabric. L- 20.10, Sheet 2 Delete all references to tension cable and substitute tension wire. ' All rope thimbles, wire rope clips and seizing are not required. L- 30.10, Sheet 1 ' Delete all references to tension cable and substitute tension wire. L- 30.10, Sheet 2 Delete all references to tension cable and substitute tension wire. All rope thimbles, wire rope clips and seizing are not required. M -1.60 ' COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN. is changed to 300' MIN. ' M -65.10 PERSPECTIVE VIEW, add dim. "SEE NOTE 1" to right side of PERSPECTIVE VIEW. To clarify that the requirement must be met on both sides of the roadway 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 t right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A- 10.10 -00 8/07/07 A- 30.35 -00 10/12/07 A- 50.20 -01 9/22/09 A- 10.20 -00 10/05/07 A- 40.00 -00 8/11/09 A- 50.30 -00 11/17/08 ' 79 II A- 10.30 -00 10/05/07 A- 40.10 -01 8/11/09 A- 50.40 -00 11/17/08 I A- 20.10 -00 8/31/07 A- 40.15 -00 8/11/09 A- 60.10 -01 10/14/09 A- 30.10 -00 11/08/07 A- 40.20 -00 9/20/07 A- 60.20 -01 8/11/09 A- 30.15 -00 11/08/07 A- 40.50 -00 11/08/07 A- 60.30 -00 11/08/07 I A- 30.30 -00 11/08/07 A- 50.10 -00 11/17/08 A- 60.40 -00 8/31/07 B- 5.20 -00 6/01/06 B- 30.50 -00 6/01/06 B- 75.20 -01 6/10/08 B- 5.40 -00 6/01/06 B- 30.70 -01 8/31/07 B- 75.50 -01 6/10/08 I 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 -01 9/20/07 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 I B- 10.60- B- 35.40 -00 6/08/06 B- 82.20 -00 6/01/06 00 6/08/06 B- 15.20 -00 6/01/06 B- 40.20 -00 6/01/06 B- 85.10 -01 6/10/08 I B- 15.40 -00 6/01/06 B- 40.40 -01 6/16/10 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- B- 45.40 -00 6/01/06 B- 85.40 -00 6/08/06 I 01 11/21/06 B- 20.40- B- 50.20 -00 6/01/06 B- 85.50 -01 6/10/08 02 6/10/08 I B- 20.60 -02 6/10/08 B- 55.20 -00 6/01/06 B- 90.10 -00 6/08/06 B- 25.20 -00 6/08/06 B- 60.20 -00 6/08/06 B- 90.20 -00 6/08/06 B- 25.60 -00 6/01/06 B- 60.40 -00 6/01/06 B- 90.30 -00 6/08/06 I B- 30.10- B- 65.20 -00 6/01/06 B- 90.40 -00 6/08/06 00 6/08/06 B- 30.20 -01 11/21/06 B- 65.40 -00 6/01/06 B- 90.50 -00 6/08/06 B- 30.30- B- 70.20 -00 6/01/06 B- 95.20 -01 2/03/09 00 6/01/06 B- 30.40- B- 70.60 -00 6/01/06 B- 95.40 -00 6/08/06 I 00 6/01/06 C -1 2/10/09 C -4e 2/20/03 C -14i 2/10/09 I C -1 a 10/14/09 C -4f 6/30/04 C -14j 12/02/03 C-lb 6/3/10 C -5 10/14/09 C -14k 2/10/09 C -1 c 5/30/97 C -6 5/30/97 C -15a 7/3/08 I C -1d 10/31/03 C -6a 10/14/09 C -15b 7/3/08 C -2 1/06/00 C -6c 1/06/00 C -16a 6/3/10 C -2a 6/21/06 C -6d 5/30/97 C -16b 6/3/10 I C -2b 6/21/06 C -6f 7/25/97 C- 20.14 -01 10/14/09 C -2c 6/21/06 C -7 10/31/03 C- 20.15 -00 10/14/09 C -2d 6/21/06 C -7a 10/31/03 C- 20.18 -00 10/14/09 C -2e 6/21/06 C -8 2/10/09 C- 20.19 -00 10/14/09 I C -2f 3/14/97 C -8a 7/25/97 C- 20.40 -01 10/14/09 C -2g 7/27/01 C -8b 2/10/09 C- 20.42 -01 10/14/09 C -2h 3/28/97 C -8e 2/21/07 C- 22.14 -01 6/3/10 I C -2i 3/28/97 C -8f 6/30/04 C- 22.16 -01 6/3/10 C -2j 6/12/98 C -10 6/3/10 C- 22.40 -02 6/16/10 C -2k 7/27/01 C -13 7/3/08 C- 23.60 -01 10/14/09 I C -2n 7/27/01 C -13a 7/3/08 C- 25.18 -01 9/20/07 C -2o 7/13/01 C -13b 7/3/08 C- 25.20 -04 10/14/09 C -2p 10/31/03 C -13c 7/3/08 C- 25.22 -03 10/14/09 I 80 I I I C -3 10/04/05 10/04/05 C -14a 7/3/08 7/26/02 0- 25.26 -01 10/14/09 C -3a C -14b C- 25.80 -01 7/3/08 C -3b 10/04/05 C -14c 7/3/08 0- 28.40 -00 2/06/07 I C -3c 6/21/06 C -14d 7/3/08 0- 40.14 -01 6/3/10 C -4b 6/08/06 C -14e 7/3/08 C- 40.16 -01 6/3/10 C -4b 6/08/06 C -14h 2/10/09 0- 40.18 -01 10/14/09 10 -00 7/3/08 I c-go, D- 2. 02 -00 11/10/05 D- 2.44 -00 11/10/05 D- 3.11 -00 6/16/10 D- 2.04 -00 11/10/05 D- 2.46 -00 11/10/05 D -3b 6/30/04 I D- 2.06 -01 1/06/09 D- 2.48 -00 11/10/05 D -3c 6/30/04 D- 2.08 -00 11/10/05 D- 2.60 -00 11/10/05 D -4 12/11 /98 D- 2.10 -00 11/10/05 D- 2.62 -00 11/10/05 D -6 6/19/98 I D -2.12- D- 2.64 -01 1/06/09 D- 10.10 -01 12/02/08 00 11/10/05 D- 2.14 -00 11/10/05 D- 2.66 -00 11/10/05 D- 10.15 -01 12/02/08 I D- 2.16 -00 11/10/05 D- 2.68 -00 11/10/05 D- 10.20 -00 7/8/08 D- 2.18 -00 11/10/05 D- 2.78 -00 11/10/05 D- 10.25 -00 7/8/08 D -2.20- D- 2.80 -00 11/10/05 D- 10.30 -00 7/8/08 I 00 11/10/05 D - 2.30 - D- 2.82 -00 11/10/05 D- 10.35 -00 7/8/08 00 11/10/05 I D- 2.32 -00 11/10/05 D- 2.84 -00 11/10/05 D- 10.40 -01 12/02/08 D- 2.34 -01 1/06/09 D- 2.86 -00 11/10/05 D- 10.45 -01 12/02/08 D- 2.36 -02 1/06/09 D- 2.88 -00 11/10/05 D- 15.10 -01 12/02/08 I D - 2.38 - D- 2.92 -00 11/10/05 D- 15.20 -01 1/06/09 00 11 /10/05 D- 2.40 -00 11/10/05 D -3 6/16/10 D- 15.30 -01 12/02/08 I - D -2.42- D- 3.10 -00 6/16/10 00 11/10/05 I E -1 2/21/07 E -4 8/27/03 E -2 5/29/98 E -4a 8/27/03 I F- 10.12 -01 6/3/10 F- 10.62 -01 9/05/07 F- 40.14 -01 6/3/10 F- 10.16 -00 12/20/06 F- 10.64 -02 7/3/08 F- 40.15 -01 6/3/10 F- 10.40 -01 7/3/08 F- 30.10 -01 6/3/10 F- 40.16 -01 6/3/10 I F- 10.42 -00 1/23/07 F- 40.12 -01 6/3/10 F- 45.10 -00 6/3/10 F- 80.10 -01 6/3/10 G- 10.10 -00 9/20/07 G- 24.60 -00 11/08/07 G- 70.20 -00 10/5/07 I G- 20.10 -00 9/20/07 G- 25.10 -01 1/06/09 G- 70.30 -00 10/5/07 G- 22.10 -01 7/3/08 G- 30.10 -00 11/08/07 G- 90.10 -00 1/06/09 G- 24.10 -00 11/08/07 G- 50.10 -00 11/08/07 G- 90.20 -00 1/06/09 I G- 24.20 -00 11/08/07 G- 60.10 -00 8/31/07 G- 90.30 -00 1/06/09 G- 24.30- G- 60.20 -00 8/31/07 G- 90.40 -01 10/14/09 00 11/08/07 I G - 24.40 G- 60.30 -00 8/31/07 G- 95.10 -00 11/08/07 01 12/02/08 G 24.50 G 70.10 - 00 10/5/07 G 95.20 - 01 7/10/08 I 00 11/08/07 I 81 i G- 95.30 -01 7/10/08 ' H- 10.10 -00 7/3/08 H- 32.10 -00 9/20/07 H- 70.10 -00 9/05/07 H- 10.15 -00 7/3/08 H- 60.10 -01 7/3/08 H- 70.20 -00 9/05/07 H- 30.10 -00 10/12/07 H- 60.20 -01 7/3/08 H- 70.30 -01 11/17/08 1- 10.10 -01 8/11/09 1- 30.40 -00 10/12/07 1- 50.20 -00 8/31/07 1- 30.10 -01 8/11/09 1- 30.50 -00 11/14/07 1- 60.10 -00 8/31/07 1- 30.15 -00 8/11/09 1- 40.10 -00 9/20/07 1- 60.20 -00 8/31/07 1- 30.20 -00 9/20/07 1- 40.20 -00 9/20/07 1- 80.10 -01 8/11/09 1- 30.30 -00 9/20/07 1- 50.10 -00 9/20/07 ' J-lf 6/23/00 J -20 9/02/05 J- 28.40 -01 10/14/09 J -3 8/01/97 J- 20.10 -00 10/14/09 J- 28.42 -00 8/07/07 J -3b 3/04/05 J- 20.15 -00 10/14/09 J- 28.45 -00 8/07/07 J -3c 6/24/02 J- 20.16 -00 10/14/09 J- 28.50 -01 6/16/10 J -3d 11/05/03 J- 20.20 -00 10/14/09 J- 28.60 -00 8/07/07 J -7c 6/19/98 J- 20.26 -00 10/14/09 J- 28.70 -00 11/08/07 J -8a 5/20/04 J- 21.10 -01 6/3/10 J- 40.10 -01 10/14/09 J -8b 5/20/04 J- 21.15 -00 10/14/09 J- 40.30 -01 6/3/10 J -8c 5/20/04 J- 21.16 -00 10/14/09 J- 40.36 -00 6/3/10 J -8d 5/20/04 J- 21.17 -00 10/14/09 J- 40.37 -00 6/3/10 J -9a 4/24/98 J- 21.20 -00 10/14/09 J- 60.13 -00 6/16/10 J -10 7/18/97 J- 22.15 -00 10/14/09 J- 60.14 -00 6/16/10 J- 10.10 -00 6/16/10 J- 22.16 -01 6/3/10 J- 75.10 -00 2/10/09 J -11 b 9/02/05 J- 26.10 -00. 6/16/10 J- 75.20 -00 2/10/09 J -12 2/10/09 J- 26.15 -00 6/16/10 J- 75.30 -00 2/10/09 U J- 15.15 -00 6/16/10 J- 28.10 -00 8/07/07 J- 75.40 -00 10/14/09 J -16b 2/10/09 J- 28.22 -00 8/07/07 J- 75.45 -00 10/14/09 J -16c 2/10/09 J- 28.24 -00 8/07/07 J- 90.10 -00 2/10/09 J -18 2/10/09 J- 28.26 -01 12/02/08 J- 90.20 -00 .2/10/09 J -19 2/10/09 J- 28.30 -01 10/14/09 K- 10.20 -01 10/12/07 K- 26.40 -01 10/12/07 K- 40.60 -00 2/15/07 ' K- 10.40 -00 2/15/07 K- 30.20 -00 2/15/07 K- 40.80 -00 2/15/07 K- 20.20 -01 10/12/07 K- 30.40 -01 10/12/07 K- 55.20 -00 2/15/07 K- 20.40 -00 2/15/07 K- 32.20 -00 2/15/07 K- 60.20 -02 7/3/08 K- 20.60 -00 2/15/07 K- 32.40 -00 2/15/07 K- 60.40 -00 2/15/07 K- 22.20 -01 10/12/07 K- 32.60 -00 2/15/07 K- 70.20 -00 2/15/07 K- 24.20 -00 2/15/07 K- 32.80 -00 2/15/07 K- 80.10 -00 2/21/07 K- 24.40 -01 10/12/07 K- 34.20 -00 2/15/07 K- 80.20 -00 12/20/06 K- 24.60 -00 2/15/07 K- 36.20 -00 2/15/07 K- 80.30 -00 2/21/07 K- 24.80 -01 10/12/07 K- 40.20 -00 2/15/07 K- 80.35 -00 2/21/07 ' K- 26.20 -00 2/15/07 K- 40.40 -00 2/15/07 K- 80.37 -00 2/21/07 L- 10.10 -00 2/21/07 L- 40.10 -00 2/21/07 L- 70.10 -01 5/21/08 L- 20.10 -00 2/07/07 L- 40.15 -00 2/21/07 L- 70.20 -01 5/21/08 L- 30.10 -00 2/07/07 L- 40.20 -00 2/21/07 M- 1.20 -01 1/30/07 M- 7.50 -01 1/30/07 M- 24.60 -02 2/06/07 ' M- 1.40 -01 1/30/07 M- 9.50 -01 1/30/07 M- 40.10 -01 6/3/10 M- 1.60 -01 1/30/07 M- 9.60 -00 2/10/09 M- 40.20- 00...10/12/07 M- 1.80 -02 8/31/07 M- 11.10 -01 1/30/07 M- 40.30 -00 9/20/07 82 ' t M- 2.20 -01 1/30/07 M- 15.10 -01 2/06/07 M- 40.40 -00 9/20/07 M- 2.40 -01 1/30/07 M- 17.10 -02 7/3/08 M- 40.50 -00 9/20/07 M- 2.60 -01 1/30/07 M- 20.10 -01 1/30/07 M- 40.60 -00 9/20/07 M- 3.10 -02 2/10/09 M- 20.20 -01 1/30/07 M- 60.10 -00 9/05/07 M- 3.20 -01 1/30/07 M- 20.30 -02 10/14/09 M- 60.20 -01 2/03/09 M- 3.30 -02 2/10/09 M- 20.40 -01 1/30/07 M- 65.10 -01 5/21/08 M- 3.40 -02 2/10/09 M- 20.50 -01 1/30/07 M- 80.10 -00 6/10/08 M- 3.50 -01 1/30/07 M- 24.20 -01 5/31/06 M- 80.20 -00 6/10/08 M- 5.10 -01 1/30/07 M- 24.40 -01 5/31/06 M- 80.30 -00 6/10/08 t ' 83 I I CONTRACT THIS AGREEMENT, made and entered into in triplicate, this day of , 2011, by and between the City of Yakima, hereinafter called the Owner, and 'Tr e..- C 577GG1U7d0J,. 4 A G a Washington Corporation, hereinafter called the Contractor. I WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto I 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: $137,051.09, for 2011 Sanitary Sewer System Repair Phase 1- Manhole Additions and Replacements, Project No. 2319, all in accordance with, and as I described in the attached plans and specifications and the 2010 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. I Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Thirty (30) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. I 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 I 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. I 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. I III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's I performance or non - performance of the services, duties and obligations required of it under this Agreement. IV. 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. ' . V. 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. I 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 L CONTRACTOR I this day of .� f . • 11. �C C "�1'�Pa'"`., a La- Corporation Contractor / i il l .4 ∎. l .. / /.,.%I By: :\ _�_u -`� \ = I Attest: City Ma ag: ��Y\0� \—\-e C��� `tom (Print Name) ' AP ...... �`�� Its _��� 4 -24 C9 �g,1• , � o i � President, Owner, etc.) �* . 4 Address: SL Wi ; I ► SEA : __ � (A )w 1s?o? 'V .. *'� �2 • �‘‘‘ gSHINC? II I PERFORMANCE BOND Bond No. BDA719270 BOND TO CITY OF YAKIMA I KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, TTC Construction, LL C - I a Washington Corporation as Principal and AMCO Insurance Company a corporation organized and existing under the laws of the State of Iowa 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 I jointly and severally held and firmly bound to the CITY OF YAKIMA in the'penal sum of 137,051 _ 09 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA_ I DATED at Yakima, Washington, this . day of , 20 Never - the -less, the conditions of the above obligations are such that: I WHEREAS, pursuant to action taken by the Yakima City Council on 20 the City Manager and Cray Clerk of the CITY OF YAKIMA has let or is about to let to the said TTC Construction, LLC , the above Repair Phas of M ari c gie ` A d a ai t ons an�ontract being numbered 2319 and providing for 2011 Sanitary Sewer System I (wh contract is referred to herein and is made a part hereof as though attached hereto), and, * R eplacements, City Project No. 2319 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; I NOW THEREFORE, if the said TTC Construction, LLC 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- conraclore and material men, and all persons who shall I supply said principal or sub - contractors with provisiohs 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 froni any damage or eXpense by reason of failure of I performance as specified in said contract of 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 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. TTC Construction, 'LTC I (Contractor) r^ By: — ii . .., • •:,..--, v �^,. i a� -� \\ *�. ,t�J� �� " \-- I ( Print Name) ;. , ved as to f It: \ Lie d i 1 (President, Owner, etc...) • J I /tyAttomey) PAMCO Insuran - sio.. ■ i Ey. i� I (S A\ tY)'� i �J .� ` �i v� �` . I Npat }ter Anc- rson (Print Name) Rs: Attnrney—in-Fart II • II • I 87 I Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: I Nationwide Mutual Insurance Company, an Ohio corporation Farmland Mutual Insurance Company, an Iowa corporation AMCO Insurance Company, an Iowa corporation Allied Property and Casualty Insurance Company, an Iowa corporation Nationwide Agribusiness Insurance Company, an Iowa corporation Depositors Insurance Company, an Iowa corporation hereinafter referred to severally as the "Company" and collectively as the "Companies," each does hereby make, constitute and appoint: I GEORGE C. SCHROEDER H. KEITH MCNALLY CHRIS LARSON KATHY GURLEY HEATHER ANDERSON W. W. WELLER ERIN L. REPP DIANA R. WILLIAMS each in their individual capacity, its true and lawful attorney -in -fact, with full power and authority to sign, seal, and execute on its behalf any and all bounds and undertakings, and other obligatory instruments of similar nature, in penalties not exceeding the sum of ONE MILLION AND NO /100 DOLLARS $1,000,000.00 I and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company; and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. I This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: "RESOLVED, that the president, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys -in -fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds, forms, applications, memorandums, undertakings, recognizances, transfers, contracts of indemnity, policies, contracts guaranteeing the fidelity of persons holding positions of public or private trust, and other writings obligatory in nature that the business of the Company may require; and to modify or revoke, with or without cause, any such appointment or authority; provided, however, that the authority granted I hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." "RESOLVED FURTHER, that such attorneys -in -fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them, and to affix the seal of the Company thereto; provided, however, that said seal shall not be I necessary for the validity of any such documents." This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments. Any vice president, any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents, instruments, contracts, or other papers in connection with the operation of the business of the company in addition to the chairman of the board, the chief I executive officer, president, treasurer or secretary; provided, however, the signature of any of them may be printed, engraved, or stamped on any approved document, contract, instrument, or other papers of the Company. IN WITNESS WHEREOF, the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 23` day of February,2011. � � nneartA Gary A. Douglas, President and Chief Operating Officer of Nationwide Agribusiness Insurance Company +3 / 0 . SEA.LI d and Farmland Mutual Insurance Company; and Vice President of Nationwide Mutual Insurance Company, q , 0 :I AMCO Insurance Company, Allied Property and Casualty Insurance Company, and Depositors Insurance '1 y ♦'`�+ Company I K� �� n Twee ACKNOWLEDGMENT 1� ° TMN, STATE OF IOWA, COUNTY OF POLK:, ss S: 1i : nl /d SEAL: QQ E On this 23` day of February 2011, before me came the above -named officer for the Companies aforesaid, to I ... 45%, °/ me personally known to be the officer described in and who executed the preceding instrument, and he fj tl�f l h � .Nyf'• rows 4• acknowledged the execution of the same, and being by me duly sworn, deposes and says, that he is the ���° officer of the Companies aforesaid, that the seals affixed hereto are the corporate seals of said Companies, ��,,�c:f,rJG ♦�, and the said corporate seals and his signature were duly affixed and subscribed to said instrument by the F 4,9".4,,- :� -cip authority and direction of said Companies. I SEAL o r SEAL ° 4tif ocs a+oiwEat . r ta ,,, . �,y I < 9 MY CUm.stIo Erplres Much Zi 201A { te° " My Commission Expires CERTIFICATE March 24, 2014 I I, Kathy R. Richards, Assistant Secretary of the Companies, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney issued by the Company; that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner; that said Gary A. Douglas was on the date of the execution of the foregoing power of attorney the duly elected officer of the Companies, and the corporate seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors; and the foregoing power of attorney is still in full force and effect. I IN WITNESS WHEREOF, I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seals of said Companies this day of , 20 I Assistant Secretary • I This Power of Attorney Expires 06/29/14 I BDJ 1 (02 -11) 20570 I - TTC04970 A CC) RCr CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD YYY) �..- 9/20/2011 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONT PRODUCER Commercial Lines - (509) 248 -7460 NAMEACT Alison Freisz- Steward I = N� No. EA): (509) 853 -4224 FAX No): (509) 248 -9007 Wells Fargo Insurance Services USA, Inc. - CA Lic #: 0D08408 E-MAIL 1430 North 16th Avenue, Building H ADDRESS: Alison.Freisz @wellsfargo.com INSURER(S) AFFORDING COVERAGE NAIC # Yakima, WA 98902 -1381 INSURER A: North Pacific Insurance Co 23892 I INSURE D TTC Construction, LLC INSURER B : PO Box 365 INSURER C : INSURER D : I INSURER E : Yakima, WA 98907 INSURER F : COVERAGES CERTIFICATE NUMBER: 3267653 REVISION NUMBER: See below I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MMIDDIYYYY) (MMIDDIYYW) I A GENERAL LIABILITY X 008174417 10/18/2010 10/18/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES O (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 I PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 7 POLICY X PRO - .IFCT LOC $ A AUTOMOBILE LIABILITY C08174417 10/18/2010 10/18/2011 COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO g BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS NON -OWNED PROPERTY DAMAGE I HIRED AUTOS AUTOS (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE _ $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ I DED RETENTION $ $ WORKERS COMPENSATION WC STATU- x OTH- A A ND EMPLOYERS' LIABILITY Y / N 008174417 10/18/2010 10/18/2011 TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L. EACH ACCIDENT $ 1,000,000 OFFICER /MEMBER EXCLUDED? I N / A Stop Gap EL Only I (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under r. DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) I RE: 2011 Sanitary Sewer System Repairs Phase 1 - Manhole Additions & Replacements The City of Yakima and City of Union Gap, their agents, employees, and elected and appointed officials are additional insured under general liability if I required by written contract as per the enclosed form with respect to their liability arising out of work performed by or on behalf of TTC Construction, LLC. I CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Yakima THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 129 North 2nd Street ACCORDANCE WITH THE POLICY PROVISIONS. Yakima, WA 98901 AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD © 1988 - 2010 ACORD CORPORATION. All rights reserved. I ACORD 25 (2010/05) (This certificate redacts cerUBcalen 3250508 issued an 9/15/2011) COMMERCIAL GENERAL LIABILITY CG 8584 06 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED CONTRACTORS PRODUCTS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: I COMMERCIAL GENERAL LIABILITY COVERAGE PART Schedule 1 Name of Additional Insured Person(s) or Organization(s): City of Yakima 129 North 2nd Street Yakima, WA 98901 Location And Description of Completed Operations: 1 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 whom you have agreed to add as an additional insured in a written contract or written agreement for damages caused 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 operation hazard. B. The following additional provisions apply to the additional insured: 1. When the named insured is required to add an additional insured on this policy under a written contract or written agreement; the written contract or written agreement must be: a. Currently in effect or becoming effective during the term of this policy; b. Executed prior to the "bodily injury,' or "property damage'; and • c. Between a named insured and the additional insured 2. That person or organization is an additional insured only for liability arising out of the named insured's negligence specifically resulting from your work" for the additional insured which is the subject of the written contract or written agreement. No coverage applies for any liability due to negligence attributable to any person or entity other than the Named Insured. I CG 8584 06 05 Includes Copyrighted Material of ISO Properties, Inc., with its permission. Page 1 of 2 es00 ORIGINAL 11/03/10 1 1 • 3. The Limits of Insurance applicable to the additional insured are the lesser of: ' a. Those specified in the written contract or written agreement, or b. Those shown ih the Dec of this policy and defined in Section III - Limits Of Insurance. These Limits of Insurance are inclusive of, and not in addition to, the Limits Of Insurance shown In the Declarations and defined In Section III - Limits Of Insurance. 4. The coverage provided by this endorsement does not apply beyond the earlier of the following: ' a. The period of time required by the written contract or written agreement; or b. The expiration or termination date of this policy. ' 6, The insurance provided to the additional insured does not apply to: 'Bodily injury.' 'property damage' or arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, Including: ' a. The preparing, approving, or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders ordrawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. ' 6. We have no duty to defend or indemnify an additional insured under this endorsement: a.: For any liability due to negligence attributable to any person or entity other than the Named ' Insured. b. For any loss which occurs prior to our named insured commencing operations at the location of the loss. c. Until we receive written notice of a claim or 'suit' from the additional insured as required in Section ' IV — Conditions, Duties In The Event Of Occurrence, Offense Claim Or Suit. C. Section IV - Conditions are amended as follows: ' 1. The following is added to Paragraph 2., Duties In The Event of Occurrence, Offense, Claim or Suit: An additional Insured under this endorsement must comply with all provisions of this section. ' 2. As respects the coverage provided under this endorsement, Paragraph 4.b., Other Insurance Is deleted and replaced by the following: 4. 'Other Insurance b. Excess Insurance This insurance is excess over any other insurance, naming the additional insured as an insured ' whether primary, excess, contingent or on any other basis unless, the written contract or agreement described in A. above specifically requires that this insurance be provided on either a primary basis or a primary and noncontributory basis. ' CG 8684 06 05 E 597 DO Includes Copyrighted Material of ISO Properties, Inc., with its permission. Page 2 of 2 I I IL 01 46 09 07 I WASHINGTON COMMON POLICY CONDITIONS 1 All Coverage Parts Included in this policy are subject to the following conditions. The conditions in this endorsement replace any simi- d. Because of Its physical condition, a vacs- I lac conditions in the policy that are less favorable to (ton or demolition order has been issued for the insured. the structure, or it has been declared un- A. Cancellation safe In accordance with applicable law; I 1. The first Named Insured shown in the Declare- e. Fixed and salvageable items have been (Ions may cancel this policy by.mailing or deliv_ removed from the structure, indicating an ering to us advance written notice of cancella- intent to vacate the structure; tion. f. Without reasonable explanation, heat, wa- I 2. We may cancel this policy by mailing or daily- ter, sewer, and electricity are not furnished ering to the first Named Insured and the first forthe structure for 80 consecutive days; or Named Insured's agent or broker written notice g. The structure Is not maintained In substan- of cancellation, Including the actual reason for tial compliance with fire, safety and building I the cancellation, to the last mailing address codes. known to us, at least: 4. If. a. 10 days before the effective date of cancel- a. You are an Individual; mium; if or cancel for nonpayment of pre- b. A covered auto you own is of the "private ' b. 45 days before the effective dale of cancel- passenger type'; and lation if we cancel for any other reason; c. The policy does not cover garage, automo- bile sales agency, repair shop, service sta- I except as provided in Paragraphs 3. and 4. be- lion or public parking place operations haz- low, ants; 3. We may cancel the Commercial Properly Cow we may cancel the Commercial Automobile erage Part and the Capital Assets Program Coverage Part by mailing or delivering to the I (Output Policy) Coverage Part, if made a part first Named Insured and the first Named In- of this policy, by mailing or delivering to the first sured's agent or broker written notice of can - Named Insured and the first Named Insured's cellatlon, including the actual reason for can - agent or broker written notice of cancellation at cellatlon, to the last mailing address known to least 5 days before the effective date of cancel- us: I latlon for any structure where 2 or more of the following conditions exist: a. At least 10 days before the effective dale of a. Without reasonable explanation, the struc- cancellation if we cancel for nonpayment of premium; or lure Is unoccupied for more than 80 con- I secutive days, or at least 65% of the rental b. At least 10 days before the effective date of units are unoccupied for more than 120 cancellation for any other reason if the poi- consecutive days unless the structure is icy Is in effect less than 30 days; or maintained for seasonal occupancy or is c. At least 20 days before the effective date of I under construction or repair, cancellation for other than nonpayment if b. Without reasonable explanation, progress the policy is in effect 30 days or more; or toward completion of permanent repairs to d. At least 20 days before the effective date of the structure has not occurred within 80 cancellation if the policy Is In effect for 80 I days after receipt of funds following sails- days or more or is a renewal or continuation factory adjustment or adjudication of loss policy, and the reason for cancellation is resulting from a fire; that your driver's license or that of any c. Because of its physical condition, the struc- driver who customarily uses a covered I lure is In danger of collapse; "auto" has been suspended or revoked dur- ing policy period. I IL 01 48 09 07 ® ISO Properties, Inc., 2008 Page 1 of 3 0 i 111004 i I I 5. We will also mall or deliver to any mortgage B. Changes holder, pledgee or other person shown in this The policy contains all the agreements between policy to have an Interest In any loss which you and us concerning the Insurance afforded. may occur under this policy, at their last mall- The first Named Insured shown In the Declarations I ing address known to us, written notice of can- Is authorized to make changes In the terms of this collation, prior to the effective data of conceits- policy with our consent. This policy's terms can be lion. If cancellation is for reasons other than amended or waived only by endorsement Issued those contained in Paragraph A.3. above, this by us and made a pert of this policy. I notice will be the same as that mailed or deliv- ered to the first Named Insured. If cancellation C. Examination Of Your Books And Records is for a reason contained in Paragraph A.3. We may examine and audit your books and re- above, we will mall or deliver this notice at cords as they relate to this policy at any time dur- I least 20 days prior to the effective date of can- ing the policy period and up to three years after- cellation. ward. 6. Notice of cancellation will state the effective D. Inspection And Surveys date of cancellation. The policy period will end 1. We have the right to: I on that date. 7. If this policy is cancelled, we will send the first a. Make inspections and surveys at any lime; Named Insured any premium refund due. If we b. Give you reports on the conditions we find; cancel, the refund will be pro rata. If the first and I Named Insured cancels, the refund will be at c. Recommend changes. 2. least 90% of the pro rate refund unless the fol- We are not obligated to make any inspections, lowing applies: surveys, reports or recommendations and any a. For Division Two — Equipment Breakdown, such actions we do undertake relate only to in- ' if the first Named Insured cancels, the re- surebitity and the premiums to be charged. We fund will be at least 75% of the pro rata re- do not make safety inspections. We do not un- fund. dertake to perform the duty of any person or b. If: organization to provide for the health or safety of workers or the public. And we do not wan I (1) You are an individual; that conditions: (2) A covered auto you own Is of the "pri- a. Are safe or healthful; or vale passenger type": b. Comply with laws, regulations, codes or (3) The policy does not cover garage, I standards. automobile sales agency, repair shop, service station or public parking place 3. Paragraphs 1. and 2. of this condition apply not operations hazards; and only to us, but also to any rating, advisory, rate (4) The first Named Insured cancels; ' service or similar organization which makes in- the refund will be not less than 90% of any inspections, surveys, reports or rec- ommendations. surance ranee i tions. unearned portion not exceeding $100. plus 4. Paragraph 2. of this condition does not apply to 95% of any unearned portion over $100 but any inspections, surveys, reports or recorn- not exceeding $500, and not less than 9796 mendations we may make relative to certi0ca- I of any unearned portion in excess of $500, lion, under state or municipal statutes, ordi- The cancellation will be effective even if we nances or regulations, of boilers, pressure have not made or offered a refund. vessels or elevators. I 8. If notice is mailed, proof of mailing will be suffi- dent proof of notice. I Page 2 of 3 C! ISO Properties. Inc., 2008 IL 01 46 09 07 0 Itva a i . I I I E. Premiums b. Other coverage acceptable to the insured I The first Named Insured shown in the Declare- has been procured prior to the expiration lions; date of the policy; or 1. Is responsible for the payment of all premiums; c. The policy clearly states that it Is not re- I and newable, and is for a specific line, subclas- 2. Will be the payee for any return premiums we sification, or type of coverage that is not of- fered on a renewable basis. pay. 2. If: F. Transfer Of Your Rights And Duties Under This I Policy a. You are an individual; Your rights and duties under this policy may not be b. A covered auto you own is of the "private transferred without our written consent except in passenger type "; and I the case of death of an individual named insured, c. The policy does not cover garage, automo- If you elle, your rights and duties will be transferred bile sales agency, repair shop, service sta- to your legal representative but only while acting tion or public parking place operations haz- within the scope of duties as your legal represen- orris; I tative. Until your legal representative is appointed, the following applies to nonrenewal of the anyone having proper temporary custody of your Commercial Automobile Coverage Part in property will have your rights and duties but only place of 0.1,: with respect to that property. a. We may elect not to renew or continue this C. Nonranewal policy by mailing or delivering to you and I 1. We may elect not to renew this policy by mall- your agent or broker written notice at least ing or delivering written notice of nonrenewal, 20 days before the end of the policy period staling the reasons for nonrenewal, to the first including the actual reason for nonrenewal. Named Insured and the first Named Insured's If the policy period is more than one year, we will have the right not to renew or con - ' agent or broker, at their last mailing addresses known to us. We will also mall to any mortgage tinue it only at an anniversary of Its original holder, pledgee or other person shown in this effective date. If we offer to renew or con - policy to have an interest in any loss which tinue and you do not accept, this policy will I may occur under this policy, at their last mail- terminate at the end of the current policy ing address known to us, written notice of non- period. Failure to pay the required renewal renewal, We will mall or deliver these notices or continuation premium when due shall at least 45 days before the: mean that you have not accepted our offer. I b. We will not refuse to renew Liability Cover - a. Expiration of the policy; or 6Y age or Collision Coverage solely because b. Anniversary date of this policy if this policy an "insured" has submitted claims under has been written for a term of more than Comprehensive Coverage or Towing and one year. Labor Coverage. I Otherwise, we will renew this policy unless: c. If we fail to mall or deliver proper notice of a. The first Named Insured falls to pay the nonrenewal and you obtain other insurance renewal premium after we have expressed this policy will end on the effective date of I our willingness to renew, including a state- that insurance, ment of the renewal premium, to the first Named Insured and the first Named In- sured's insurance agent or broker, at least 20 days before the expiration date; I I I • I IL 01 46 09 07 © ISO Properties, Inc., 2006 Page of 0 iiu�a i I i, 1 MINIMUM WAGE AFFIDAVIT 1 STATE OF WASHINGTON) ss ' COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now ' referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents p thereof and the substance as set forth therein is true to my knowledge and belief. Contractor ' Subscribed and sworn to before me on this day of , 201 1 P Notary Public in and for the State of Washington residing at 1 r I 1 I I ' 93 • 1 1 PREVAILING WAGE RATES I 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. In as much 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. 1 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 I I I I I 95 I State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360 - 902 -5335 I PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation I requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 8/4/2011 1 „ y ' , ii-, `X, , :S:r.'S:9'n ; ' ,,,I:f;,,i,,'4,. " t Ss ::' ,!�: - ..fir ".�.w"<�: s.�' i : .+' . . ' ' b�...i .. f L r ! ;�, r kv p y ,... 2.1`'x, r.::. -: ... - ;C ;:Trad . ; Jo b ` .Class.i;fication a° , , , L ' I �r.;��, �rr=<` .� a � Wade;;: ;Holiday,,,. �0 "ertime �` ,� N ote� Yakima Asbestos Abatement. Journey Level : " $17.83 ' ' 1 Workers — Yakima Boilermakers Journey Level $59.69 5N 1C 1 Yakima Brick Mason Journey Level $40.03 5A.- 1M Yakima Building Service Employees Janitor $8.67 1 I Yakima Building Service Employees Shampooer $11.14 1 Yakima Building Service Employees Waxer $8.67 1 Yakima Building Service Employees Window Cleaner $9.14 1 I Yakima Cabinet Makers (In Shop) Journey Level $16.35 1 Yakima Carpenters Journey Level $29.72 1 1 Yakima Cement Masons Journey Level $35.85 7B 1N Yakima Divers a Tenders Diver „ $100.28 5D.. ; 1M 8A Yakima Divers a Tenders Diver On Standby $56.68 5D 1M I Yakima Divers a Tenders Diver Tender $52.23 5D 1M Yakima Divers a Tenders Surface Rcv a Rov $52.23 5D 1M 1 Operator Yakima Divers a Tenders Surface Rcv Et Rov $48.67 5A 1B Operator Tender Yakima Dredge Workers Assistant Engineer $49.57 5D 1T 8L Yakima Dredge Workers Assistant $49.06 5D 1T 8L Mate(deckhand) Yakima Dredge Workers Engineer Welder $49.62 5D 1T 8L Yakima Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L I Yakima Dredge Workers Maintenance $49.06 5D 1T 8L Yakima Dredge Workers Mates And Boatmen $49.57 5D 1T 8L Yakima Dredge Workers Oiler . $49.19 5D 1T 8L Yakima Drywall Applicator Journey Level $37.70 5D 1M Yakima Drywall Tapers Journey Level $31.79 7E 1P I 96 I I • Yakima;:, .' -Electricalr.Fixture Journey- Leve ' " $43:32 '•;.1' ' ' Maintenance rVJorker Yakima Electricians - Inside Cable Splicer $52.41 5A 1E - = ' " lectncians:�,,.: In i - h' e�w« z u ,.� s de. .� journey .Level::: - - - 50:60 �.� -' N ~ ������: .. >.p ;�,.w;,. <. . • I .. , , Y- ..... . ,,... �.$ -.,_ �.:;_ .SAS:: �;, 1 �, .,,. , .. . Yakima Electricians Inside Welder $54.75 5A 1E . , :'w3 ��•��{{!! •:E S-: - - _ __ r z, n� �'N ° y'ry'in , •`�i Y: _. i '.:'.:�: Y E�l`ectrici n ° s:'_ •,:�: �' , a s �== <Motor�Shop':.<r , Craftsman:; ; =15:37 � ':;�:�.::;,� � ,._� ^, ,�Y � < >., Yakima Electricians - Motor Shop Journey Level $14.69 1 – . Yakim Ect lericians= :,Powerline_ Cable Splicer - :::$63 , : . 04 ''�5A' ° =,�� " � =�:4A4rF M `.,,,! h., '!f^ 1'Y,,: RSa - t:'T. - : : :, ,, `,, m, , , ,, .. !.x I r {S - 3V - - - - '�Y. z C s r c.64 t .u {, - �',. ., .• ., ,. 'ire; " «, ,.... ,,...r,..,'S'sRU:n..., .....,. � t::'i -. -„ 3�`: ^$ Yakima Electricians Powerline Certified Line Welder $57.61 5A 4A Construction III YYak ;^ � � : E ' tee- tr�icians:� v: Powe r f i ne- Ground erson- n',,,-,.....,::: �' ` � - '������•x r: .. , p • r 3 * . - > >,.., .,..:., ....: Constr ..::� . � ::.:...,.; -: �,:,:: �= . `r�,t =:.,•.,::zr: Yakima Electricians - Powerline Head Groundperson $43.33 5A 4A — 'Yakima',�s;: ( Electricians „ , :., r r: .,.. < s.: 'Powerline: Heavy;Lin e.Equipment $57:61 ..5A��;g. �,�; �''�:4Aa �a = "'' ?` :: < Con .�,:� . :�,:;.,:�.., stcuction�.ie ..r:� 0 Yakima Electricians - Powerline Jackhammer Operator $43.33 5A 4A Construction Yakima c„ Elect'r'icians'; = '.Powerline . Journe L evel. 57:61 : A , Y $ ' ` I ' 4 Construction Line erson ''n ' P Yakima Electricians - Powerline Line Equipment $48.64 5A 4A Construction Operator Yakima. E r` ::x lct �ician Powerlin' w. e< Pole S ra er 5 7:61 5A �`' ' v�s;,':�� ,� =' s; coon ; �.. Constru .< I Yakima Electricians - Powerline Powderperson $43.33 5A 4A Construction Yakima: Electroni - sT ' `:: ;A :: . ',:a c echni'cans;� Journe 'Leve +. ° " ' . °.. -., ,..._........ .. , Y `$23:40 r• -;, = , <z: ;,' °' : � j;.',.. .. �' ruSS7 - : ' � � a . I Yakima Elevator Constructors Mechanic — — $67 91 7D 4A .Yakima: ='�' E ::. ;., :.::.. leva - -:::, .. !.. ... . 4 Mechanic` - :- •Char e i ,i, • g ' $73`:87 ; 7. D': •: 4A ` �`s : r I Yakima Fabricated Precast Craftsman In Factory $8.72 1 Concrete Products Work Only ° , j V ( . j � +�p ✓".arm •:t'J.'�ti�A �v ,. :Y'�,. - n �' ''!•r - _ - _ -- .. ....,. to - - .p, _ ma;�' -.�.., FabneatedrPrecast:: ���:_: Journ - Fc�f.t'. Y.., e -: -- ,Level';,. =ln= - 8•.67 �'� ` N nert e .Facto :,.::. " •'"`" ... : Co ,:.. ,. .0 Work Onl Yakima Fence Erectors Fence Erector $13.79 1 °.......,,.,..,....,,:._ ..,.... M r,.,..M�..,w..... ak'im ' Fla ers . ,,..., .. a:,:...' �� ,.:...:,.� ..:'.,� ;:. •__� Journe Level ".r . ,. ,.. ,...., . .' . Y � ';$24:62 �;:1;. Yakima Glaziers Journey Level $22.43 61 1B Yakima :;. Heat Ff' Frost . In s ulators And : 'Journey Level - ' ` ° _`$25.32. ' . '' 1 ', :'': ' Asb Workers .,.. y " I Yakima Heating Equipment Journey Level $34.85 1 Mechanics lenders;:::: ;,>.: Yakima ,• ;' Hod Carriers: E Mason ' Journey„ Level ' $32.80 '. 7A '1H Yakima Industrial Engine And Journey Level $15.65 1 I Machine Mechanics I 97 I Yakima Industrial Power Vacuum Journey Level $9.24 1 Cleaner Yakima Inland Boatmen Journey Level $8.67 1 Yakima Inspection /Cleaning /Sealing Cleaner Operator, $9.73. 1 O 1 f Sewer Et Water Systems Foamer Operator By Remote Control Yakima Inspection /Cleaning /Sealing Grout Truck Operator $11.48 1 1 Of Sewer Et Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing Head Operator $12.78 1 I Of. Sewer, a Water. Systems By Remote Control Yakima Inspection /Cleaning /Sealing Technician $8.67 1 Of Sewer a Water Systems By Remote Control Yakima, Inspection /Cleaning /Sealing Tv Truck Operator $10.53 1 ,, >.: -. i Of Sewer'& Water Systems : . ' . , . By: Remote Control'': ':' ;' ' :: Yakima Insulation Applicators Journey Level $37.70 5D 1 I Yakima Ironworkers Journeyman $50.94 - 7N .. -., 1 O; ‘: . Yakima Laborers Air, Gas Or Electric $31.86 7,4 1H Vibrating Screed Yakima : Laborers Airtrac Drill Operator. $32.80 7A ,:.: ` : ' 1 H' , :' " Yakima Laborers Ballast Regular Machine $31.86 7A 1H Yakima . , Laborers Batch Weighman $29.90 7A r .,.: ;,' Yakima Laborers Brick Pavers $31.86 7A 1H Yakima Laborers Brush Cutter $31.86 7A 1H . I Yakima Laborers Brush Hog Feeder $31.86 7A 1H Yakima Laborers Burner $31.86 7A 1H I Yakima Laborers Caisson Worker $32.80 7A 1H Yakima Laborers Carpenter Tender $31.86 7A 1 H Yakima Laborers Cement Dumper - paving $32.41 7A 111 I Yakima Laborers Cement Finisher Tender $31.86 7A 1H Yakima Laborers Change House Or Dry $31.86 7A 1H Shack Yakima Laborers ' Chipping Gun (under 30 $31.86 7A 1 H Lbs.) _ I Yakima Laborers Chipping Gun(30 Lbs. $32.41 7A 1H And Over) Yakima Laborers Choker Setter $31.86 7A 1H 1 Yakima Laborers Chuck Tender $31.86 7A 1H Yakima Laborers , Clary Power Spreader $32.41 • 7A - ' 1H Yakima Laborers Clean -up Laborer $31.86 7A 1H Yakima Laborers Concrete Dumper /chute $32.41 7A 1H Operator I 98 I I I Yakima Laborers Concrete Form Stripper $31.86 7A 1H ..„.., ,. ... , (4ki - i-iiai, ','Laborers -,..',..,`,.!!:;-;„,i-,.:'-;; ,:-::".. .: - COridrete±',,Rlabertie"eit';-;' :: -- I $32.4 ,:,.:,:: 7 A:.:'.., ::, . 1H ' ., ,. •:. .'''.::' ',',,::,2: .: 4::! .:' :...,. ,; - ..::,:::::',7:T . T.:k:!''.. ,- ' . - . j;;:: , ... ,, l''' . '' CreW-, .:; - : :''s.'fs,':‘: -.. :: ..'s:-'". ;,':;:: II Yakima Laborers Concrete Saw $32.41 7A 1H Operator/core Driller Ya Lab6rers:::,:: '.' ,-.::::'''',:. ' ,.-' . ,' . Crusher Fe.a0E,; , $29.90 , :.',, 7.4 ' '", 2 i' , 114 I Yakima Laborers Curing Laborer $31.86 7A 1H Yakima ' LabOrers,.. i'q Dernsolition,:,sWreckIng! ;-. $11.86 •.::..-. '7AS:::;':... -,:--,-, ;'..111 g' , .- -= ,, -• ..: 7,r`i;;;Y:. .1', ,!.'i' .." i...'• iii.- A I "i-:, ' - -. "2" .:-..',,',:,;; f-•,:.,' -,,- ' ;',' ,.: - - :: .', --.: '';',‘ ''',.' ,, ,',. , y,i:,: - . 'i-, - ‘,:,;,,,,.‘,:,,,_ :''..: : '`F : .,.. - . , ., ,; MOing ,,...:-.,;,-,;„ - ' , ' ,..,;•::,,--,:-,...,:::, :7. .._ '.', -.. -...:.,:,':::":.' ::::::::, ;:;;:,',;,:,,"' ,,; f . ,, M . '' '. :::: : ' : , , ..=. ' -'.!;.;, [5 :: : ;,', : :‘,; :, ".. - ..: - .:'':::.:;' •- • , '::'' , , ; . : .: '!":7: " -: ' mat ,,.,..,. • . • ' '„,-.: -..,... .„'„,;., - - ... .,1, • :::,....; .:,'-'; .., ,,,,,,;,,,,,,,,,,,-,,,.,, ;,,,,-„,:-.:, ,', ,',. : : .-.,.,....::.,„ ,..,...,.. • , ., -,.. ,-, -, ..„_. _ ; ., = ' =- ' :,-- ..::::•:...:2::-!,:::::.':;.::.". '-' ";:- ' : ' : ,=:': ' '',..- ' ,,.!.::'' Yakima Laborers Ditch Digger $31.86 7A 1H I ..'"akii=ris':::,:: Laborers V'sr''',:'':°•:'. ,, il.':•: :' . DiVer $32.80 :7 :7A'. ^:s '-: - - - • -1H Yakima Laborers Drill Operator $32.41 7A 111 (hydraulic,diamond) I )61C:inri';''''- Laborers , ;:c.: bry 'StsaCk,NA6(is i , - - ';,: ,, f:',:$31-.86 ss:::::-. '' Hi;:!,:i• '''‘'',, ;:: ;.,.- . , '.;..,:,::::):-.. , , , -./.- . :1.1: - -. - ; , '„ , :. - .:„..: , --., 7 ',.. "....„ ..., . . ...-.... :',..s.-:-.., -,,,::::::„;-.' , i. - - ,.: Yakima Laborers Dump Person $31.86 7.4 1H • YgkiKa4i.k.C EPoxy . , -‘.i --- $31 Yakima Laborers Erosion Control Worker $31.86 7A 1H \'(;41i4 L Faller: 6 13ucker,:tChairi:?.. '.' 7k; :.::::: '‘:::::,:‘ Fr saw - • ,:`.,,,:; ?,';,,,,, ;',..:::":‘; • . '''''' '..,: .' ; ' ::,':: 2:;'-` ..`", ' :. '..-:- .', .. , !,...-.'":',.'''','•;.' ' 111 - Yakima Laborers Fine Graders $31.86 7A 1H Yakima s'' LabOlers.- Eir*iit‘ch., :: $29 90 7.4 ',-; ;;.' Yakima Laborers Form Setter $31.86 7A 1H --- - Y(kgii*IC.:',:-: :=:,:r.:4-:',;_'' 'obi$jj::6411'5'al '.;',.,:':i1"-: :1t'f:;:7xo':p. 1i,i4: -- -..z Yakima Laborers General Laborer $31.86 7A 1H y,410ii*: Laborers ::,.;,;',C-'::7:' Gradet heekei= :::.,.; ' ,._. $32.80 :7k '.s- Transit Person I Yakima Laborers Grinders $31.86 7A 1H 1 Laborers ::::' GroUtMathine;-:77060i ( -$31.86 7A - '''',"- ,.,;;..-.,'•-:-:,-:' I Yakima Laborers Groutmen (pressure)including Post $32.41 7A 1H Tension Beams • ,,Y,a40 E615iir'61 •iiiielh'0::( :, :::::' :liA ",,',';'ffiXIII,,i: Yakima Laborers Guardrail Erector $31.86 7A 1H Ygldisii,:?-'7,-:: 1:glibrers;'s:/-'`;:;:-1:Ws;' HaiardoLiS -- $32'. 80 ', ''' ., :7M.JE:,:: ::::= I . :;: :. : ,-,. .‘,: . , • • . ' . :,:,., :,,, . '.. r: -- , '; . Worker.(leVels-'*,:.',,,..,., Yakima Laborers Hazardous Waste $32.41 7A 1H Worker (level B) I Yakima -.-.--;-•- Labsorers '-'.. - .,:s -,,-,...,,,-. :., :;', ,-„,--,- . -, ' Hazardous : Waste -"jr:::: :; ; 86 '. ; 7A s-'' s'. :.: = - -,--''. - A;-:;':-'.;-,:,- , . -• '-'7.',.-•,72 '''':'--.._'-, '1:::"i',...' ' is;:-'2.V."2''s::::::‘ WorkPrqPP1:; I Yakima Laborers High Scaler $32.80 7A 1H Yliliritii;--.1',.1L Jackhammeri :::'.;$3i.'41 7A . . , j . : , -V:'11-1: - . ,.. -:' , ' : - ',.:=:,•:.,:,.:%::;: Yakima Laborers Laserbeam Operator $32.41 7A 1H ,. I ,. . Yakirna ' i' Laborers .: : . ,: . Maintenance Pei ;. . .. '::: $31 '.86 ' - • 7.4 .. - ' s • 2' .1H ' , ; .- ,__ 99 I I Yakima Laborers Manhole Builder- $32.41 7A 1H I mudman Yakima Laborers • Material Yard Person ' $31.86 7A 1H Yakima Laborers Miner $32.80 7A 1H 1 Yakima Laborers Motorman- dinky $32.41 7A 1H - Locomotive Yakima Laborers Nozzleman (concrete $32.41 7A 1H 1 Pump, Green Cutter When Using I Combination Of High Pressure Air 0 Water On Concrete Et Rock, Sandblast, Gunite, 111 Shotcrete, Water Bla Yakima Laborers Pavement Breaker: _ $32.41 7A : 1H Yakima Laborers Pilot Car $29.90 7A 1H I Yakima Laborers Pipe Layer(lead), $32.80 7A" 1H Yakima Laborers Pipe Layer /tailor $32.41 7A 1H Yakima Laborers Pipe Pot Tender " . $32.41 7A 1H I Yakima Laborers Pipe Reliner $32.41 7A 1H Yakima Laborers <:•:•.;.:,>" " : •PiPe Wrapper: $32:41" 7A 1H Y I akima Laborers Pot Tender $31.86 7A 1H Yakima Laborers ., Powderman $32 .80 7A 1H I Yakima Laborers Powderman's Helper $31.86 7A 1H Yakima Laborers Power Jacks $32.41 7A . 1H Yakima Laborers Railroad Spike Puller - $32.41 7A 1H I Power Yakima Laborers Raker - Asphalt $32.80 7A 1 H I Yakima Laborers Re- timberman $32.80 7A 1H Yakima Laborers Remote Equipment $32.41 74 1H Operator Yakima Laborers Rigger /signal Person $32.41 7A 1H Yakima Laborers Rip Rap Person $31.86 7A 1H Yakima Laborers Rivet Buster $32.41 7A 1H I Yakima Laborers Rodder $32.41 7A 1H Yakima Laborers Scaffold Erector $31.86 7A 1H I Yakima Laborers ., Scale Person,.: $31.86 , 7A .1H. ." Yakima Laborers Sloper (over 20 ") $32.41 7A 1H Yakima Laborers Sloper Sprayer $31.86 7A 1H I Yakima Laborers Spreader (concrete) $32.41 7A 1H Yakima Laborers Stake Hopper $31.86 7A 111 1 Yakima Laborers Stock Piler $31.86 7A 1H Yakima Laborers Tamper Et $32.41 7A 1H Electric, Air a Gas 100 I 1 I „ ::: ,,,, ,i OperatedTOOls• , ,, . ,...„ ''... , ' : • ' .,-: . .... Yakima Laborers Tamper (multiple Et $32.41 7A 1H Self-propelled) I )'k.,irri '''' Cat5iirei'.i",•.•M‘':UT4'''; Tsirrib'er.; "'e■Ii.e,F,::' :', :::-,',:s;Z:3'ii K&' .---.:','•.,.:'',„- tiigilr:§ii6rer:Iti''':;-!- '-'-'•:':::::;;;;;:.--,-.:: ; :t:;.-;.617, .::-:::...,A 4;: :-/-L.,,■ 1 ,', ,- -: , ::"; ,- ... , ..:.:`- . :. = ii, "q=., :'::::ri...'‘V. i :;•,,,:e.1):14t,',. Y I Yakima Laborers Toolroom Person (at $31.86 7A 1H Jobsite) Yki Li tiiiiii'iiJ'i::"f,:i::; '..:...3186 !.:.::',1;i:A:::::‘ ',A-,4?:::;!;,'.:1K:',;;,;,'I-i',...' egiV.V:' Yakima Laborers Track Laborer $31.86 7A 1H YakiM4, Labar,ersr 0::i.::.;;:r.:,-,:-. ,.: Track :Liner (power) :,: -'-: •-" $32 :41 , ::-.::'7A-,-'..7 , :-.,,:. , ,:.,,::•:...:.1.171•., , ,,, , ,,i•,„: I Yakima Laborers Truck Spotter $31.86 7A 1H - ` ( alci(n4'':",•; LabOrers Tugger':Operator • $3,.41 .-, -', 7.4 ''.9;;;40:2••,. ...., , Yakima Laborers Tunnel Work-Miner $32.90 7A 1H Yakima .- „:, Labbteit '..:.:' '.', ''.,'; ,,,':,-, 7 - .. Vibrator -,,'. •"i c ,, .... , , „•.,...,. ..„, $32.41 ' 7AH'.: ,', - ,-.: '‘;;:l'Fl.;:; Yakima Laborers Vinyl Seamer $31.86 7A 1 H Yakihia‘! 12.:abblerS..-- .,. ,,,',-;,,:--, ,,,-,,:;.; Wattl , , $27;27 , '''.' 7A1:::.', . .'''''...: ...1H Yakima . Laborers Welder $32.41 7A 1H Yakima ' L '.:';:''''-. '''''''''' ''''' W il'1 ' '' . :: - ' ,.. ‘:.4 , ', , ''',',.: ...'11:1' I Yakima Laborers Window Washer/cleaner $27.27 7A 1H Yakima., LabOrers ',-:',' : ::,. $31:86 ',,,;•,:::! 7k-:::- ,;:::„.;:ii;. Sewer EE;Water s. ',.- .:.:i ;-,;.: ..'-,•,„.,,,,,,,,, •,-,..-.„--,.. -,,,,, .. -.e ,t4, 4 : ':',.='. .7, g`,, -- 1 Yakima Laborers - Underground Pipe Layer $32.41 7A 1 H Sewer Et Water - - Yakima Landscap iiil•NI iirligetiiii• ' Lawn i::[.:::-:::T • , .00 ':', ' '.' •••': '. • int:N:' ;.t'?1;I':' .,.. .... . ,, , „. „„,„.,..; : ..,.„,„....., '..-'= -- ,,;... , , , ..,.i.if %'- ',.-~::::.:::,- = - -.:::,:-:. ji!;-. Spffrikler;;lqst4llers:- .„,_ '.:.•• 7 , ::, ::.„...:. : , . s,F:=;, ,: Yakima Landscape Construction Landscape Equipment $15.45 1 I Operators Or Truck Drivers Yakima ::' Landscape Co taKdi6i5irlibi-,:',Planeitig. '..' $9'. do ' '", , :::: s - ' -": ::', '.., , :f 1 ,.,„..,.., ,.. , ., _,... „ :: '2,. :, , ',....,- i , - :',,,,,,,,,.,,,,,,,‘: .-,-...,•.,. Laborers ... ..'• ,,.. ,.,":•'. - , _ „ Yakima Lathers Journey Level $37.70 5D 1M I , Yakima , • Marble Setters , ,,,, , ,, , f.-. iy..,..: Journey Level . ,,-, .. -..: , $40.03 , * 5.4 1 ':., :, u; :1k..,, Yakima Metal Fabrication (In Shop) Fitter $12.00 1 „ . • , ,,,, • , „ „ . , Yakima Metal Fabrication (In LabOrerl !' ',,'-;:'• $10.31 • ' •:i, 1- i:.•.,::' .,:: :,,' . I Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 ., . . ., ". . , • , .,,, Yakima, meeat Fabrication Painter :,:, -' ,*,:::',.:-.:,,,, -... $12.00 , i „ .. ' .' ... I Yakima Metal Fabrication (In Shop) Welder $11.32 1 Yakima - MillWriglit' :', ''.':::: ‘ '.1: JO4rieY:LeVeC. ` '' : $26.0,5 :, -• • ' -. ‘‘,, 1 Yakima Modular Buildings Journey Level $14.11 1 Yakima „ rna Painters l, • ..• i,:,... • ' : . ':.!,';'..:-... Journeyman ,': ,:;;::: ‘'' 'r ,,. $28.12 6Z - : -1.W Yakima Pile Driver Journey Level $48.04 5A 1M Yakima PlaSterersr: '':: ' $46:. 63 :-... '':=- • i` 'f 1 11' 1 101 1 Yakima Playground & Park Journey Level $8.67 1 I Equipment Installers Yakima Plumbers & Pipefitters Journey Level = $28.75 1. Yakima Power Equipment Operators Asphalt Plant Operators $50.39 7A 1T 8P 1 Yakima Power Equipment Operators Assistant" Engineer $47.12 7A 1T. 8P Yakima Power Equipment Operators Barrier Machine (zipper) $49.90 7A 1T 8P I Yakima Power Equipment Operators Batch Plant Operator, ' $49.90 7A 1T 8P Concrete Yakima Power Equipment Operators Bobcat $47.12 7A 1T 8P Yakima Power Equipment Operators Brokk - Remote $47.12 7A 1T . 8P Demolition Equipment Yakima Power Equipment Operators Brooms $47.12 7A 1T 8P Yakima Power Equipment Operators Bump Cutter $49.90 7A 1T 8P Yakima Power Equipment Operators Cableways $50.39 7A 1T 8P I Yakima Power Equipment Operators Chipper $49.90 7A 1T 8P Yakima Power Equipment Operators Compressor $47.12 7A 1T 8P Yakima Power Equipment Operators Concrete Pump: Truck $50.39 7A 1T 8P Mount With Boom Attachment Over 42 M Yakima Power Equipment Operators Concrete Finish Machine $47.12 7A 1T 8P I -laser Screed Yakima Power Equipment Operators Concrete Pump $49.48 7A 1T 8P I Mounted Or Trailer High Pressure Line Pump; -` Pump High Pressure: - Yakima Power Equipment Operators Concrete Pump: Truck $49.90 7A 1T 8P I Mount With Boom Attachment Up To 42m Yakima Power Equipment Operators Conveyors $49.48 7A 1T 8P 1 Yakima Power Equipment Operators Cranes: 20 Tons $49.90 7A 1T 8P Through 44 Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Yakima Power Equipment Operators Cranes: 100 Tons $50.94 7A 1T 8P 1 Through 199 Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. Yakima Power Equipment Operators Cranes: 200 Tons To 300 $51.51 7A 1T 8P Tons, Or 250' Of Boom (including Jib With Attachments) Yakima Power Equipment Operators Cranes: 45 Tons $50.39 7A 1T 8P Through 99 Tons, Under 1 102 1 1 1 1 50' Of Boom.(ineluding Jib With Attachmeents)' .�":, , Yakima Power Equipment Operators Cranes: A -frame - 10 $47.12 7A 1T 8P .:..:,..:;�.; ",.. '. ,.: '. ...�, <.:,,:•,'.. "_.:.: _',.; >�. er . .. 7 ,.,.,.. • ,_, -: .. .- fi t...•, n; ,. w ,... I Tons And Under Yakima:-;; .:; Power; Equipment.Operators. Cranes: Friction::1 . $51.,5�1r " :7A " :1T °.': ;Y 8P.` ' . o s o u 99� • : °: g I Yakima Power Equipment Operators Cranes: Friction Over $52.07 7A 1T 8P 200 Tons Yakima'=" " Power" Equipment Operators Cranes: Over: 300.; Tons'^ ": ; _.$52:07 ;' ':,7A" .':'1T`,.f': BP.:' ., . �.. '. *:1': _ .. , ,..... .. .:.. : . :... ., - : OrA 300 .Of Boom':: , " ;i<> - d, . h �a wte 'c r a " �`3 " - Er. ...;' ;=s., [� 1, ,. . ,t - `n Y~< y 7�h in�cl - Jit'�Wi fi -_ �s ° :"� fs � r r' ars ; ; : ,° �,-t;;? p si .;, . .� • Attachment Y a � 4. a „,,,,.. .. . +.. ,v3b =L n r ,r ,., r! u I Yakima Power Equipment Operators Cranes: Through 19 $49.48 7A 1T 8P Tons With Attachments A -frame Over 10 Tons :Yakima 4 Power Eciijipment Operators :Crusher:”. : ;:‘;,;` :6. 49:90 .7A`''r:• Yakima Power Equipment Operators Deck Engineer /deck $49.90 7A 1T 8P Winches (power) - r<: ._ _ - t,vice - « " " ».x. •^, 7t - •�, ,.�• :;: '.F '..t * ^;a - Yaki�ma�; Power.`E` ipm n r x3: . qu p e t.Ope a tors `Derrck "�On Buildi t " �- - - - $5 0:39 '.<r:' ' �:,7A = : 1_T�:�: =:' " �:: ;8P � °' V ork �< � Yakima • Power Equipment Operators Dozer Quad 9, HD 41, $50.39 7A 1T 8P 1:. Y . : -_. vw4u D10 and Over `Yakima= ��. =_: Power %EquipmentOperatof Doz D, =.9 EClJnd 49;48 ' Y:7A:*;...a, , X1T N.. 0 81 I Yakima Power Equipment Operators Drill Oilers: Auger Type, $49.48 7A 1T 8P Truck Or Crane Mount Yakim Power:Equipment'Oper Drillin 'Machine:;aA= <<;,.,: 49:90 7A. =' -": 1T' :. `, 8P"" Yakima Power Equipment Operators Elevator And Man -lift: I Permanent And Shaft $47.12 7A 1T 8P Type I Ykima'' aii" Power Equipment erators F ini s hin Ma hi n q p p c ne `.;.;�. $49. .A','' -" ,,, 1 T,' , '; _ ,,. _' Irv;;:,,.'. . 90 ... 7 .. B And Ga , • . Similar- Equipment<<':f: : • - . . , . I Yakima Power Equipment Operators Forklift: 3000 Lbs And $49.48 7A 1T 8P Over With Attachments .Yakima, Power :Equipm"ent - erators;' Fo'rklfts- lJnd`er;;3000 "n.':=" " 47:12 ;:7A? °'�; -: '3;' 8P, -.: w .: L� i - b °1/J th=`Attacfi'm n e ts � - Yakima Power Equipment Operators Grade Engineer: Using $49.90 7A 1T 8P Blue Prints, Cut Sheets, I Etc Yakima:: =:i Power - Equipment' Operators Gradechecker /stakem'an.: $47.12 ::7A 1T" " ' ' 8P. "'.... Yakima Power Equipment Operators Guardrail Punch /Auger $49.90 7A 1T 8P I Yakirria; A°` Power`. Equipment' Operators; Hard'Tait End':Dump ," ^,,:,•" $50.39 :; 7A "` 1T 1 .';' 8P" Articulating Off "Road. . Equipment.45,:Yards:Et . Over 7: wi:..:.. Yakima Power Equipment Operators Hard Tail End Dump $49.90 7A 1T 8P Articulating Off -road Equipment Under 45 1 103 1 Yards 1 Yakima " Power Equipment Operators Horizontal /directional $49.48 7A 1T 8P Drill Locator Yakima Power Equipment Operators Horizontal /directional $49.90 7A 1T 8P ' Drill Operator Yakima Power Equipment Operators Hydralifts /boom Trucks $49.48 7A 1T 8P 1 Over 10 Tons Yakima Power Equipment Operators Hydralifts /boom Trucks, $47.12 7A 1T 8P 10 Tons And Under Yakima Power Equipment Operators Loader, Overhead 8 $50.94 7A .;, 1T 8P Yards " Over Yakima Power Equipment Operators Loader, Overhead, 6 $50.39 7A 1T 8P Yards. But Not Including 8 Yards Yakima Power Equipment Operators Loaders, Overhead $49.90 IA' - - r. 1T 8P Under 6 Yards Yakima Power Equipment Operators Loaders, Plant Feed $49.90 7A 1T 8P Yakima Power Equipment Operators Loaders: Elevating Type $4 7A - 1T 8P 1 Belt Yakima Power Equipment Operators Locomotives, All $49.90 7A 1T 8P Yakima Power Equipment Operators Material Transfer Device $49.90 7A 1T 8P 1 Yakima Power Equipment Operators Mechanics, All (leadmen $50.94 7A 1T 8P - $0.50 Per Hour Over Mechanic) 1 Yakima Power Equipment Operators Mixers: Asphalt Plant $49 .90 . ; "7A;" `:`., 1T . 8P; Yakima Power Equipment Operators Motor Patrol Grader - $49.48 7A 1T 8P I Non - finishing Yakima. Power Equipment Operators Motor Patrol Graders, $50.39 7A 1T 8P Finishing 1 Yakima Power Equipment Operators Mucking Machine, Mole, $50.39 7A 1T 8P Tunnel Drill, Boring, Road Header And /or ' Shield Yakima Power Equipment Operators Oil Distributors, Blower ,. ; $47.12 7A 1T 8P Distribution Et Mulch I Seeding Operator Yakima Power Equipment Operators Outside Hoists $49.48 7A 1T 8P (elevators And Manlifts), Air Tuggers,strato Yakima Power Equipment Operators Overhead, Bridge Type: $50.39 7A 1T 8P 45 Tons Through 99 1 Tons Yakima Power Equipment Operators Pavement Breaker $47.12 7A 1T 8P Yakima Power Equipment Operators Pile Driver (other Than $49.90 7A 1T 8P I Crane Mount) Yakima Power Equipment Operators Plant Oiler - Asphalt, $49.48 7A 1T 8P I Crusher 104 1 1 • I •'-y :.: 'PO - Wer'E- - qUiPment - OPer'afOr's'' Postholejjigierc•: ': - '$47',4:2 . 1 '::' :7;/::::., ... :::'°-:".,...,:‘,":•::::, - ' ; - .. ".',", MechanicW::: , , - ,.---,- ::,': -!':',":"..,-":,:':: : , :-, , '::;:':','‘:- -' -• ' '' Yakima Power Equipment Operators Power Plant $47.12 7A 1T 8P I .Y a kima ' POW646ibment.d3ertbi,.'s pumps:; -1--.'$474",''.'‘V"., ';:.,-- ::: ..'"' 1—,:li. Yakima Power Equipment Operators Quick Tower - No Cab, $47.12 7A 1T 8P Under 100 Feet In I Height Based To Boom Yakiiiia.:.. P Renibfe:(iiiiitii("!' ' ;'1 $50:39. ;:1,!;', ':',. 7.4 :::.', ' . :' bPertdridiiftaf.?,ti'e,i I ‘, : " : ' : : -, : ' ':: ', , ' ''1,,.: : ' ' • . - , ', ' '.:'-',' : ,!: ' ; TA "re'd .Ea'rt[i:46iiiig'.'s:':•'' ',::':',1,',i41'i-j..,' ' . : ::‘.: 7, .•?^',.S ;',,,-,(,.„, ,.. ' -'--, ; ', : : E , ,.,:,• . , , k0::: , ,Iv: ,,V.,-;-,g,W:1,i,: ;,-ik Yakima Power Equipment Operators Rigger And Bellman $47.12 7A 1T 8P ... 4-4,i „aff., ,..,,,,: .,,,-; -- •-, :-,.., ,i.4,kr ..,,„::.!i -,-..:,,, .i.i •.: y.; .,,,.” Yakima 0::&;biluipment.operators RO 1.agon' -$50 : ,, , ;:,,-14:.; ;; . , : :..8P-„, , Yakima Power Equipment Operators Roller, Other Than Plant $47.12 7A 1T 8P Mix Yakima : POWeiiECILiiorilent;b6614ii5i= k;$:(0(, ,,,54?:: 48 :;, :.„ p2. :'''4 44.i.:VilfaiRC'''s',.:'? '04tti..lift: '.':•.!;igii I Yakima Power Equipment Operators Roto-mill, Roto-grinder $49.90 7A 1T 8P Yakima216'2,k -' - :' E:kg. El' s',.: - :: -',.:: . .:': 1$ ; 7 '',: ,' i' : ' , ':!,:_*'.: Yakima Power Equipment Operators Scraper, Self Propelled $49.90 7A 1T 8P 1 Under 45 Yards Yakima ,.' Pi5),Wei:t iiht. A :::::::: : .:;i1a:', : OttyAA(';60,tk,ktgE: 111 Yakima Power Equipment Operators Scrapers, Self- $50.39 7A 1T 8P propelled: 45 Yards And Over . „ . Yakima .; it'dei.:E4Uiprnenf Operators Engineers :-'.-:..- . - ,$49.48 ;;:::::: '.7A. ,•2 . „-- . - , LP . , „., . Equipment -.' -: :. - „ : : .; „ - :- . -:‘,..! .:, .;.:-. • . „ .,:.,,,,,,,..,.2,.-, -.. -- :.--. , Yakima Power Equipment Operators Shotcrete/gunite $47.12 7A 1T 8P I Equipment „ . Ylkirria-:? PO■% 51,-i0el;-,06V,40;< ],' I,IA::"=.:::: ::::::=,::::):: ' t,., -- . Backhoe, T "ii',:',,':';, ,,,' ,‘..:,.-'.. :;(,', : '-',.:',' :. '..',.:,t:i..:4'4 : • I ': : : : '-1,'!?'„'' . , 1 ::'': ",:,''„ 15WetiiCt$!' Yakima Power Equipment Operators Shovel, Excavator, $50.39 7A 1T 8P Backhoe: Over 30 Metric I Tons To 50 Metric Tons Y,Ali-i•.=-, rr,5■Aiei;.E66ii36-ieiii ExCai:f;:j , $49 90 74 -.g.::=!:::-.:: • -. 4: Ba ckhoes, ia tr7S'art:.:;1'.$.7 111 ,,y ,: ' ' „, ',,,,,, ', ,..,'!--.- .. - '::'. ,-,:,.- To Metric' Tons i%:•;': ' " ' . - . 'i ‘.' 1, :: , ,, ,, :::;:',;'''' , : , . 1 ', ' ' Yakima Power Equipment Operators Shovel, Excavator, $50.94 7A 1T 8P Backhoes: Over 50 I Metric Tons To 90 Metric Tons )%,Aiii::=.:- Pow letilpment ofii-jai6 s!,1,0,0; , ..';' ,- $5 -. 1 - .If.....!"'.'g : 71.A . :: , 7::, , i‘_::.``:,".,17rq.:".;. ',.'.-,' ,,. i :: , -- 0: : ;, : I Sekhbes.. ,‘. - . -'•'',.. .:!::.i ,. '. , ,..,...,''',-;::,, , :-‘:,‘,',',, , ,.-' Metnc To , . .:: - ; - : • . ::: :.•:,:-- ' ---.,,:.. Yakima Power Equipment Operators Slipform Pavers $50.39 7A 1T 8P Yakima Operators Sbreader, Topsider $50.3§ Et „'::::: .1.T.::: - sp-,,,. ......„.„ . 1 105 1 Screedman 1 Yakima Power Equipment Operators Subgrader Trimmer $49.90 7A 11 8P Yakima Power Equipment Operators Tower Bucket Elevators $49.48 7A 1T 8P Yakima Power Equipment Operators Tower Crane Over 175'in $51.51 7A 1T 8P Height, Base To Boom Yakima Power Equipment Operators Tower Crane Up TO 175' $50.94. 7A 1T 8P I In Height Base To Boorr, Yakima Power Equipment Operators Transporters, All Track $50.39 7A 1T 8P Or Truck Type Yakima Power Equipment Operators Trenching Machines $49.48. 7A 1T 8P Yakima Power Equipment Operators Truck Crane $49.90 7A 1T 8P Oiler /driver - 100 Tons I And Over Yakima Power Equipment Operators Truck Crane $49.48 7A 1T ` 8P Oiler /driver Under 100 I Tons Yakima Power Equipment Operators Truck Mount Portable $49.90 7A 1T 8P Conveyor 1 Yakima Power Equipment Operators Welder ` "" $50.39 :.'. <" ,..7A "` IT: ',. '" 8P Yakima Power Equipment Operators Wheel Tractors, Farmall $47.12 7A 1T 8P 1 Type Yakima Power Equipment Operators Yo Yo Pay Dozer $49.90 7A 1T ; 8P Yakima Power Equipment Asphalt Plant Operators $50.39 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Assistant Engineer $47.12 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Barrier Machine (zipper) $49.90 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Batch Plant Operator, $49.90 7A 1T. 8P t Operators- Underground Concrete Sewer & Water Yakima Power Equipment Bobcat $47.12 7A 1T 8P Operators- Underground I Sewer & Water Yakima Power Equipment Brokk - Remote $47.12 7A 1T 8P ' Operators- Underground Demolition Equipment Sewer & Water " Yakima Power Equipment Brooms $47.12 7A 1T 8P Operators- Underground 111 Sewer & Water Yakima Power Equipment Bump Cutter $49.90 ._ 7A 1T 8P" t Operators- Underground Sewer & Water Yakima Power Equipment Cableways $50.39 7A 1T 8P I Operators- Underground 106 1 1 I Sewer a Water Y,.' akima,, Power:-:. Equipment• Chipper $49 90. 7A� ,,, ,. :`,` 1 8P Operrators=;Underground I Sewe'r'Et'1Nater` Yakima Power Equipment Compressor $47.12 7A 1T 8P Operators- Underground I Sewer Et Water - - - » r,::, -s ; a ir; _ , Ya Po er:E w q ui ' Concrete� . Tru c k � :' 50: `7A'r� . .. :,':;...:8'1 . i .r.:: s••C,C .,.j.:.•,+ O - .., y �- , -. ,. c .,, y; ,.,. i ', - � S'.f - _ ° Y — er:.ators,,,, Under: round Mount :With=.Boom ..,.T.. P g ;, " "t �,� ,,4Mk ew r: �;- iy ` S e Et:�Water Attaefi "meet' O�er.`42 M Yakima Power Equipment Concrete Finish Machine $47.12 7A 1T 8P Operators- Underground -laser Screed 1 Sewer Et Water Yakima`, Power Equiprrment., Concret ' a $ 49:48 ' •77A 1T , 8 P .: - • Operator Mo Or T H i g h `-k Sewer E&:Water„ :" - Pressure..Line Pum ,;4 .'r =i...,,....,,,..„,, : ., ..� x . Pum "Mi� h:P�•essure: - r� �=� > - Yakima Power Equipment Concrete Pump: Truck $49.90 7A 1T 8P Operators- Underground Mount With Boom I Sewer Et Water p To Attachment Up 42m " .4— akima-= Power E' ui° "m'ent i'!, -. ' '� „ ,x , ,,4,, : q P Conveyor $49.48 7A ;. , 1 T 8 ' : :', Operator -Under ` . g Sewer Et W >,r 'h .., ' Yakima Power Equipment Cranes: 20 Tons $49.90 7A 1T 8P Operators- Underground Through 44 Tons With I Sewer Et Water Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Y akim a-: Pow Equ =, '''''' Cr anes : 200 '.'Ton T 5 :51 ' ',.7A ;� .-h.n , 3 ": :1T :; 11. I' .8P ' ''. Operators -� Underground• Tons, ` �Opr�250 B -� t - .. � w:. - yr`ar -° J ri Sewer • Et -Water sf in 'lu� in .. ., (. tac g . . . .. . Yakima Power Equipment Cranes: 45 Tons 7A 1T 8P Operators- Underground Through 99 Tons, Under I Sewer Et Water 150' Of Boom (including Jib With Attachments) :Yak�ma Power - E ui ''menf Crane `: , A =fr` . �.: � <�` � ���.. =: : - q P s amez; $47' 7AY� �;::.,, Ns;;;, :, >. 3 . :t s ' 0�`er r F' ato s =° Un� °r r� r de ou d T n *.,i p t ' rte V , '''',,'VP.:-':,71'.: 'kiry ::P ^ v �- Sewe�:Ft'• S, ti a: , •: ;; rv > n .�. a Yakima Power Equipment Cranes: Friction 100 $51.51 7A 1T 8P I Operators- Underground Tons Through 199 Tons Sewer Et Water Yakima,, Power: Equipment" Cranes: Friction Over.: ' $52 7A, :;.', 1T 8 Operators - :Underground ° 200 Tons Sewer Et Water' Yakima Power Equipment Cranes: Over 300 Tons $52.07 7A 1T 8P I Operators- Underground Or 300' Of Boom Sewer Et Water (including Jib With Attachments) I Yakima' w Poer Equipment ' Cranes: Through;:`1:,9 ' $49.48 7A " ";.' <;; "; ; -1T . '' 8 P . ' Operators. Underground Tons With Attachriients • -� I 107 1 Sewer a Water A -frame Over 10 Tons 1 Yakima Power Equipment Crusher $49.90 7A 1T 8P Operators- Underground Sewer & Water 1 Yakima Power Equipment Deck Engineer /deck $49.90 7A'.: 1T ,. 8P Operators- Underground Winches (power) Sewer & Water I Yakima Power Equipment Derricks, On Building $50.39 7A 1T 8P Operators- Underground Work Sewer Et Water Yakima Power Equipment Dozer Quad 9, HD 41, $50.39 7A 1T 8P Operators- Underground D10 and Over Sewer Et Water Yakima Power Equipment Dozers D -9 Et Under $49.48 7A 1T 8P Operators- Underground Sewer Et Water I Yakima Power Equipment Drill Oilers: Auger Type, $49.48 7A- 1T 8P Operators- Underground Truck Or Crane Mount Sewer Et Water ' Yakima Power Equipment Drilling Machine $49.90 7A 1T 8P Operators- Underground Sewer & Water I Yakima Power Equipment.',:-''- : Elevator And, Man-lift: $47.12 . :- 7A: ?; - 1T 8P`'' Operators- Underground Permanent And ;:Shaft Sewer Et Water Type Yakima Power Equipment Finishing Machine, $49.90 7A 1T 8P I Operators- Underground Bidwell And Gamaco Et Sewer & Water Similar Equipment I Yakima Power Equipment Forklift: 3000 Lbs And $49.48 7A 1T 8P Operators- Underground Over. With. Attachments Sewer & Water 1 Yakima Power Equipment Forklifts: Under 3000 $47.12 7A 1T 8P Operators- Underground Lbs. With Attachments Sewer & Water I Yakima Power Equipment Grade Engineer: Using $49.90 7A 1T 8P Operators - Underground Blue Prints, Cut Sheets, Sewer & Water Etc Yakima Power Equipment Gradechecker /stakeman $47.12 7A 1T 8P t Operators- Underground Sewer Et Water I Yakima Power Equipment Guardrail Punch /Auger $49.90 7A 1T 8P Operators- Underground Sewer & Water Yakima Power Equipment Hard Tail End Dump $50.39 7A 1T 8P 1 Operators- Underground Articulating Off- Road Sewer & Water Equipment 45 Yards. & 1 Over Yakima Power Equipment Hard Tail End Dump $49.90 7A 1T 8P Operators- Underground Articulating Off -road Sewer & Water Equipment Under 45 1 108 I 1 Yards Yakima Power Equipment Horizontal /directional $49.48 7A 1T 8P Operators- Underground Drill Locator I Sewer Et Water Y akima = Power Equipment Horizontat/directional ~:: `$49:90 7Ar'F:'' 1T 8P . Operators=?Underground'; Drill Operator ' Sewer' &'.Water I Yakima Power Equipment Hydralifts /boom Trucks $49.48 ' 7,4 -. A 1T 8P Operators- Underground Over 10 Tons Sewer & Water Y..:e' . 4 ' ' ::. ,. Yakima , PowesEquipment Hydralifts /.boom Trucks;' $47.12 .' 7A ';', 14 ,::'` = "8P.: +" Operators= Underground,, : " 10 Tons. And Under . - , Sewer &..Water• , a ,; ; Yakima Power Equipment Loader, Overhead 8 $50.94 7A 1T 8P Operators- Underground Yards. & Over Sewer & Water Y akim a .: Pow Equipment ;' Loader, Overhead, 6 •$50,39 7.A''=: ; ` 1T.: ' 80 . " Operators Underground :, yards: Not;Includin , :.: t ,';; Sewer at r` Yards s `,. - I Ya ^ ma S Power Equipment q Loaders,, Overhead y 49.90 7A 1T 8P i Operators- Underground Under 6 Yards Sewer & Water ., Yakima Power Equipment , L oa d ers , Plant Feed $49.90 7A ' ^;;, 1T: 8P Operators - •Under round' 4x;,:" ._ . Sewer:: &.:.Water':. „. - I Yakima Power Equipment Loaders: Elevating Type $49.48 7A 1T 8P Operators- Underground Belt Sewer & Water I Yakima „':. Power.. Equipment; -' ' ;.; Locomotives;' All ' $49.90. 7A.; - ;: 1T.•a ; ; .8P Operator = U de g ou d: >..: w See r .: . &:Water - Yakima Power Equipment Material Transfer Device $49.90 7A 1T 8P Operators- Underground Sewer & Water I Yakima Power. Equipment Mechanics; Alt (leadmeri ', $50.94 7A :, :: 1T `. R,a:�;. ' , 8P ., -ti -,: , s :.:.: � fi r; ` •,,;; : ,, 0:50'P Hour`O -` ' ?='�� � -'” Operato "rs;;:Underg - , $ ';1.; S ewer' & W Mechanic . I Yakima Power Equipment Mixers: Asphalt Plant $49.90 7A 1T 8P Operators- Underground Sewer & Water Yakima >�; : Power Equipment' Motor. Patrol Grader - ,49.48 ' I 7A : ',:" '' 1T': 8P � Op ertors `?Under round.i fOo finihin p g ,'::. $ w ., ';?' Sewer &" Water I Yakima Power Equipment Motor Patrol Graders, $50.39 7A 1T 8P Operators- Underground Finishing Sewer & Water Yakima Power .Equipment Mucking Machine, Mole, $50.39 . 7A .::' 1l 8P. - - Operators-'Underground:',:,' : Tunnel Drill;;Bdrin , • Sewer & Water Road Header And /or t . , _. Shield 1 109 1 1 Yakima Power Equipment Oil Distributors, Blower $47.12 7A 1T 8P I Operators- Underground Distribution Et Mulch Sewer Et Water Seeding Operator Yakima Power Equipment Outside Hoists $49.48. 7A 1T 8P I Operators- Underground (elevators And Sewer Et Water: Manlifts), Air Tuggers,strato I Yakima Power Equipment Overhead, Bridge Type: $50.39 7A 1T 8P Operators- Underground 45 Tons Through 99 Sewer & Water Tons Yakima Power Equipment Pavement Breaker $47.12 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Pile Driver (other Than $49.90 7A 1T 8P I Operators- Underground Crane Mount) Sewer & Water I Yakima Power Equipment Plant Oiler - Asphalt, $49.48 7A 1T 8P Operators- Underground Crusher Sewer & Water Yakima Power Equipment Posthole Digger, $47.12 7A 1T 8P I Operators- Underground Mechanical Sewer & Water Yakima Power Equipment Power Plant $47.12 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Pumps - Water $47.12 7A 1T 8P I Operators- Underground Sewer & Water Yakima Power Equipment Quick Tower - No Cab, $47.12 7A 1T 8P 1 Operators- Underground Under 100 Feet In Sewer & Water Height Based To Boom Yakima Power Equipment Remote Control $50.39 7A 1T 8P I Operators- Underground Operator On Rubber Sewer & Water Tired Earth Moving Equipment 1 Yakima Power Equipment Rigger And Bellman $47.12 7,4 1T 8P Operators- Underground Sewer & Water 1 Yakima Power Equipment Rollagon $50.39 7A 1T 8P Operators- Underground Sewer & Water 1 Yakima Power Equipment Roller, Other Than Plant $47.12 7A 1T 8P Operators= Underground Mix - Sewer & Water I Yakima Power Equipment Roller, Plant Mix Or $49.48 7A 1T 8P Operators- Underground Multi -lift Materials Sewer & Water I Yakima Power Equipment Roto -mill, Roto - grinder $49.90. 7A 1T 8P Operators- Underground Sewer & Water I 110 1 1 I Yakima Power Equipment Operators- Underground Saws Concrete $49.48 7A 1T 8P Sewer a Water I Yakima', Power Equipment Scra Self Propelled, . ",$49.90 - 7A "' ',;' ~,' ; 1T : ., Operators Underground , Under 45' Yards ,,, : ;,,; : : Sewer.-&. µWater » I Yakima Power Equipment Scrapers Concrete a $49.48 7A 1T SP Operators- Underground Carry All Sewer a Water Yakima::" Power• E quipment Scrapers, Self :$50 :39 7A" :':.11 ', 8P- . I Operators = "Underground propelled :.45 Yards And ^ ; , t n Sewer; a Water Over'..,;: . I Yakima Power Equipment Service Engineers $49.48 7A 1T 8P Operators- Underground Equipment Sewer a Water - „ §:" -- -- _ - c's •° .z +. 'ti` .r,7k: is - 11' Yakima . Power;; Equipment:' `-,: - S hotcrete /gunite '` ,t'_"Cy 474,12 7A: ::c °`:,.4::>.1Ti: 8P. = ":. y O e'6e6is- Under round E ui merit ` ~ ;'~ , :...:... . .. .....: >, Sewer.,Et�,Water•:,;;;: ; ,�;`:,; - Yakima Power Equipment Shovel , Excavator, $49.48 7A 1T 8P Operators- Underground Backhoe, Tractors Sewer Et Water Under 15 Metric Tons. .... ..... .... ., , , .. .:.t - .,. ... .F:.,. k•i.n .: ;v :.3: §: - v ;p. . t„ r. ..,� Yakima P:ower,.E u� menu.: - Shovel Exavator' 50 . 39 7A^ ' <1,T`_' -:.; E3P =. ' j Jn ;t - - - .ire , =C i ts :`.`° �'� 0' e ato s` ...0 de ou d a r�r `ri c �;�. p g . B :OVe 30: Met ' ' aay'� ^ � i. � a N . ' a r. SeweraEtvWa Tons To „'50.MetncTons �., . Yakima Power Equipment Shovel, Excavator, $49.90 7A 1T 8P I Operators- Underground Backhoes, Tractors: 15 Sewer Et Water To 30 Metric Tons Yakima'; Power. Equipment Shovel” Excavator $50 ^ 7A - ` :: :;`. ,1T;" 8P =AUnderground ' Backho es: _.Over:50 , _ 9% I ' Operators : t , Sewer..Et -: "Water M etr i c' T ons To 90 I Yakima Power Equipment Shovel, Excavator, $51.51 7A 1T 8P Operators- Underground Backhoes: Over 90 Sewer Et Water Metric Tons I Yakima;'. Power Equipment Sl'ipform Pavers $50.39 7A ,,,1T 8P Operators ,i:Underround: Sewer .Et.'Water I ' Yakima Power Equipment Spreader, Topsider Ft $50.39 7A 1T 8P Operators- Underground Screedman Sewer Et Water .. Yakima:` Power Equipment Subgrader Trimmer $49 .90 7A 1T 8P Y Operators Underground , . . Sewer .& Water . I Yakima Power Equipment Tower Bucket Elevators $49.48 7A 1T 8P Operators- Underground Sewer a Water I Yakima ` Power Equ ipment `. ;. Tower Crane Over175'in ;;$51:51 7A ;: ' ';. <'1T', . " ,.8P '„ Operators-. ° < Underground - . - Height, :Base To Boom Sewer Et Water.. Yakima Power Equipment Tower Crane Up To 175' $50.94 7A 1T 8P 1 111 1 Operators- Underground In Height Base To Boom I Sewer & Water Yakima Power Equipment Transporters, All Track $50.39 7A 1T 8P Operators- Underground . Or Truck Type I Sewer Et Water Yakima Power Equipment Trenching Machines $49.48 7A 1T 8P Operators- Underground I Sewer Et Water Yakima Power Equipment Truck Crane $49.90 7A 1T 8P Operators- Underground Oiler /driver - 100 Tons I Sewer & Water And Over Yakima Power Equipment Truck Crane $49.48 7A 1T 8P Operators- Underground Oiler /driver Under 100 I Sewer Et Water Tons Yakima Power Equipment Truck Mount Portable $49.90 7A ' 1T 8P ,. Operators- Underground Conveyor I Sewer Et Water Yakima Power Equipment Welder $50.39 7.4 1T 8P Operators- Underground I Sewer Et Water Yakima Power Equipment Wheel Tractors, .Farmall . $47.12 7A 0 1T 8P Operators Underground °` Type I YP Sewer & Water Yakima Power Equipment Yo Yo Pay Dozer $49.90 7A 1T 8P Operators- Underground I Sewer & Water Yakima Power Line Clearance Tree Journey Level In Charge $41.04 5A 4A Trimmers I Yakima Power Line Clearance Tree Spray Person $38.98 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Equipment $41.04 5A 4A I Trimmers Operator Yakima Power Line Clearance Tree Tree Trimmer $36.75 5A 4A Trimmers I Yakima Power Line Clearance Tree Tree Trimmer $27.80 5A 4A. Trimmers . Groundperson Yakima Refrigeration Et Air Journey Level $28.11 1 1 Conditioning Mechanics Yakima Residential Brick Mason Journey Level $29.00 1 Yakima Residential Carpenters Journey Level $17.14 1 1 Yakima Residential Cement Masons Journey Level $11.86 1 Yakima Residential Drywall Journey Level $18.00 1 I Applicators Yakima Residential Drywall Tapers Journey Level $17.00 1 Yakima Residential Electricians Journey Level $21.98 1 1 Yakima Residential Glaziers Journey Level $22.43 61 1B Yakima Residential Insulation Journey Level $14.38 1 Applicators 112 1 1 I Yakima -: Residential Laborers;.::.: Journey Level w:; $11:.02 1 Yakima Residential Marble Setters Journey Level $29.00 1 Yakima, Residential Painters : Journey Level ' $16.32 ' ' .1.: . I Yakima Residential Plumbers Ft Journey Level $20.55 1 Pipefitters Yakima - Re Refrigeration - E : , Journey Level. ..fir : "~$28.11 1' ='` Air- 'Condtionin� Meclianie , 4w,t: - .�,i< Yakima Residential Sheet Metal Journey Level $35.30 5A 1X Workers 1 s ide Yakima: Re s idential oft Floor , . a.:` `. Journey Level ' `, ' ' 1 $17.55 ,.. 1 "' ~: - , Layers, I Yakima Residential Sprinkler Fitters Journey Level $8.67 1 (Fire Protection) Yakima?;•' Resi�� entiahSton M n` r. L,, : <: -,: :,.. .- ,i'! d a s M Uou ne y ever ;,, :;$16:00 = , ,- ,._.1 I Yakima Residential Terrazzo Journey Level $8.67 1 Workers Yakima.:‘,':':, Residential Terrazzo /Tale:.: Journey. Level . '.::.:; ,,.`;;::,.., : ..- i ; ;.;, :1 , - ....- .. ' Finishers: Yakima Residential Tile Setters Journey Level $16.78 1 Y Roofer i ' � 4 , I Jourraey � ✓ $1 = Yakima Sheet Metal Workers Journey Level $48.61 5A 1X Yakima' Shipbuilding;Et' S hip :I ej - `air` Journe Level ':y'- 8':67 : 2:: I Yakima Sign Makers Et Installers Journey Level $14.65 1 (Electrical) Yakima . ' Sign::Makers Et Installers ' : ':.: Jdurney Level . „ " ..,$14.65 .1 1 : (Non'Etectrical) :. - ' `; Yakima Soft Floor Layers Journey Level $23.11 5A 1N Yakima` Slar.. C ontrols For Window Jpurn L .g , 'x ,,4 o < . o ey . v eel �;,. ��,;, .:, �$8bZ : `�:. , • <.1. Yakima Sprinkler Fitters (Fire Journey Level $26.36 1 Protection) I Yakima: Stage Rigging Mechanics`:'.' : -` Journey. Level . .ir;', :$13:23 ' " 1 ` (NonfStructuratp ' ., . . Yakima Stone Masons Journey Level $40.03 5A 1M 1 Yakima Street. And' Parking Lot .y=' Journey "r -:' :$8.67: `,- :1 ` " " _ Sw r ='- r - ee e Wo kers. :'q�`.�' Yakima Surveyors Assistant Construction $49.48 7A 1T 8P 111 Site Surveyor Yakima'.. Surveyors: . Chainman . , .7k,:: '1.T„ 8P I Yakima Surveyors Construction Site $50.39 7A 1T 8P Surveyor Yakima Telecommunication Journey Level „ :.$20.00 ° . 1 . Technicians I Yakima Telephone Line Cable Splicer $32.27 5A 2B Construction - Outside I Yakima Telephone .Line.. Hole Digger /Ground . < - ; ; $1:810 5A ,' 213';: i 113, 1 Construction - Outside Person 1 Yakima Telephone Line Installer (Repairer) $30.94 5A 2B Construction - Outside Yakima Telephone Line Special Aparatus $32.27 5A ' "2B ." 1 Construction - Outside Installer 1 Yakima Telephone Line Special Apparatus $31.62 5A 2B I Construction - Outside Installer II Yakima Telephone Line" Telephone Equipment $32.27 5A 2B Construction - Outside Operator (Heavy) Yakima Telephone Line Telephone Equipment $30.02 5A 2B I Construction - Outside Operator (Light) Yakima Telephone Line Telephone Lineperson " $30.02 5A 2B I Construction - Outside Yakima Telephone Line Television $17.18 5A 2B Construction - Outside Groundperson I Yakima Telephone Line Television $22.73 5A 2B Construction - Outside Lineperson /Installer. Yakima Telephone Line Television System $27.09 5A 2B I Construction - Outside Technician Yakima Telephone Line Television Technician $24.35 5A 2B Construction - Outside I Yakima Telephone Line Tree Trimmer $30.02 5A 2B Construction - Outside Yakima Terrazzo Workers Journey Level $31.90 5A 1M 1 Yakima Tile Setters Journey Level $31.90 5A 1M Yakima Tile, Marble & Terrazzo Journey Level $27.82 5A .1M' I Finishers Yakima Traffic Control Stripers Journey Level $39.40 7A 1K Yakima Truck Drivers Asphalt Mix $14.19 1 1 Yakima Truck Drivers Dump Truck & $36.10 61 2G Trailer(c.wa -760) Yakima Truck Drivers Dump Truck(c.wa -760) $36:10 61. 2G 1 Yakima Truck Drivers Mixer Trucks $36.10 61 2G Yakima Truck Drivers Other Trucks(c.wa -760) $36.10 ' 61 2G I Yakima Well Drillers &t Irrigation Irrigation Pump Installer $25.44 1 Pump Installers Yakima Well Drillers & Irrigation Oiler $9.20 1 I Pump Installers Yakima Well Drillers & Irrigation Well Driller $18.00 1 Pump Installers I Washington State Dept of Labor & Industries Yakima County Washington Wage Rates I Effective date 9 -20 -2010 See this web page for rates: I https: // fortress. wa. gov/ Ini /wagelookup /prvWagelookup.aspx 114 1 1 ' BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08-31 -2011 *********************************************************************.**.**..************ * * * * * * * * * * * * * * * * * * * * * * *. * * * * * *. OVERTIME CODES ' OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ' ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE ' C. OF WAGE. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ' DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL ' HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES ' THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT ' WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND 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. t 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. 1 - ' 115 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08-31 -2011 -2- O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE- I-IALF 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. 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 TIME 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 HOURS WORKED ON HOLIDAYS AND 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 SMALL 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 AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE FIOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE) AND ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SI-IALL BE- PAID AT THE STRAIGHT -TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY (10 IN A 4 X 10 WORKWEEK) OR 40 HOURS DURING THAT WORKWEEK.) ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1 • 1 116 1 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08-31 -2011 - 1. Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE ' HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ' C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 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 111 HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. t 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. ' K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. 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. 2. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. S. 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, EXCEPT THE DAY AFTER THANKSGIVING, THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY, WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED, IN ADDITION TO HOLIDAY PAY. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID ' W. AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ON A FOUR -DAY, TEN - HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH, AND SEVENTH DAYS AND ON HOLIDAYS SHALL ' BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M. AND 6:00 AM. AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE ' PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY. FOR SUCH OCCUPIED, COMMERCIAL BUILDINGS; THE EMPLOYEE MAY AGREE TO WORK BETWEEN THE HOURS OF 6:00 PM TO 6:00 AM MONDAY THROUGH SATURDAY MORNING AT 6:00 AM AT AN OVERTIME PAY RATE OF 10% OVER THE STRAIGHT TIME RATE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1 1 1 117 • 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 05-31 -2011 - 4- 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE B. 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 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. 1 HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVNG DAY, AND CHRISTMAS (6). I HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). L HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY. R. PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). 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 (9). V. PAID HOLIDAYS SIX (6) PAID HOLIDAYS. 1 1 1 118 1 I BENEFIT CODE KEY - EFFECTR'E 03 -03 -2011 THRU 08-31 -2011 -5- ' 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, I THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 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). I 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). I 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 I 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). I 6. 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. I T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). Z HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING I DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). IF A HOLIDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY. 7. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, I. . THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. I B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. I C. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. D. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). UNPAID HOLIDAYS: PRESIDENT'S DAY. ANY PAID HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY PAID HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. I E. ' HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. 1 1 1 119 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08-31 -2011 -6- F. HOLIDAYS' NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A PIOLIDAY ON THE PRECEDING FRIDAY. HOLIDAYS: NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. J. HOLIDAYS: NEW YEAR'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DAY (6). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. K. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. L HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, LABOR DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. 7. M. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY AFTER OR BEFORE CHRISTMAS DAY. 10). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. N. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. WHEN CHRISTMAS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY. O. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER OR BEFORE CHRISTMAS DAY, AND THE EMPLOYEES BIRTHDAY. 11). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. P HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. Q. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. 1 120 ' 1 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -2011 THRU 08-31 -2011 - 7- NOTE CODES 1 8. A. 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' - $2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $3.00 PER FOOT FOR EACH FOOT OVER 100 FEET 1 OVER 150' TO 220' - $4.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220' - $5.00 PER FOOT FOR EACH FOOT OVER 220 FEET IN ADDITION TION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: 1 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. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: 1 N. $1.00, LEVELS C & D: $0.50. 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 1 8. P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - CLASS A SUIT: $2.00, CLASS B SUIT: $1.50, CLASS C SUIT: $1.00, AND CLASS D SUIT $0.50. Q. THE HIGHEST PRESSURE REGISTERED ON THE GAUGE FOR AN ACCUMULATED TIME OF MORE THAN FIFTEEN (15) MINUTES DURING THE SHIFT SHALL BE USED IN DETERMINING THE SCALE PAID. 1 1 1 1 1 1 1 1 1 1 1 121 1 1 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 WSDOTs 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, WSDOTs Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. 1 1 1 Supplemental to Wage Rates 1 08/31/2011 Edition, Published August, 2011 1 1 122 1 1 1 WSDOT's ' Predetermined List for Suppliers - Manufactures - Fabricator ' Below is a list of potentially prefabricated items, originally fumished 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. 1 ITEM DESCRIPTION YES NO ' 1 . Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 1 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, ' metal frames and dual vaned grates, and Type 1, 2, and X 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 X 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 X diameter. May also be treated, #5. 1 1 1 Supplemental to Wage-Rates 2 08/31/2011 Edition, Published August, 2011 1 1 1 123 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). 13. Concrete Piling - Precast - Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X • sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 Wrth adjustment sections. See Std. Plans. X 1 1 Supplemental to Wage Rates 3 08/31/2011 Edition, Published August, 2011 1 1 124 J 1 1 WSDOT's I Predetermined List for Suppliers - Manufactures - Fabricator 1 ITEM DESCRIPTION YES NO I 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. 1 X I 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X I 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of I various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval prior to casting I 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities. X I _ 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 i X I permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has I annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities X inspection, contact HQ. Lab. I 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used I 1 Supplemental to Wage Rates 4 I 08/31/2011 Edition, Published August, 2011 1 1 1 125 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6 -02.3(25)A 29. Prestressed Concrete Girder Series 4 -14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6 -02.3(25)A 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X • be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6 -02.3(25)A 33. Monument Case and Cover See Std. Plan. X 1 1 Supplemental to Wage Rates 5 08/31/2011 Edition, Published August, 2011 1 1 126 1 1 1 WSDOT's 1 Predetermined List for Suppliers - Manufactures - Fabricator 1 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure • fabricated from steel tubing meeting AASHTO -M -183. See Std. • I Plans, and Contract Plans for details. The steel structure X • • shall be galvanized after fabrication in accordance with • • AASHTO-M-111. III 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. I 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X I shall be galvanized after fabrication in accordance • with AASHTO -M -111. • • • 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std I Plans. Shop drawings for approval are to be provided prior to X fabrication 38. Light Standard - Prestressed - Spun, prestressed, hollow concrete poles. X I 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 X I Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on • highway and /or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. • I See Special Provisions for pre- approved drawings • 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. 1 1 1 Supplemental to Wage Rates 6 08/31/2011 Edition, Published August, 2011 r 1 1 127 1 1 WSDOT's I Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 1 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. X X NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed Custom Std Message Signing Message 1 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom Standard I _ _ 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. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 1 52. Irrigation components X 1 1 1 1 Supplemental to Wage Rates 7 08/31/2011 Edition, Published August, 2011 1 1 128 1 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator 1 ITEM DESCRIPTION YES NO 53. Fencing materials X .•• 54. Guide Posts X , 55. Traffic Buttons X • 56. Epoxy I X 57. Cribbing X I 1 58. Water distribution materials 1 , X 59. Steel "H" piles X 1, 60. Steel pipe for concretefdle casings X 61. Steel pile tips, standard X 1 62. Steel pile tips, custom : X 1 1 1 Supplemental to Wage Rates 8 1 08/31/2011 Edition, Published August, 2011 1 1. 1 129 1 1 State of Washington I Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 - PO Box 44540, Olympia, WA 98504 -4540 I 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 08/31/2011 '*... ..AA..AA..*** **'****..A....AA A_'**** *****.. AA A*****************..... A A *********.,A AA-**M* (See Benefit Code Key) ,ii Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: I ADAMS FITTER $12.76 1 LABORER $8 67 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER $12.76 1 LABORER $8.67 1 MACHINE OPERATOR $12 66 1 PAINTER $10 20 1 WELDER $12.76 1 Counties Covered: BENTON MACHINE OPERATOR $10 53 1 PAINTER $9.76 1 WELDER $16.70 1 1 III Counties Covered: CHELAN FITTER $15.04 1 LABORER $9 54 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 1 Supplemental to Wage Rates 9 08/31/2011 Edition, Published August, 2011 1 1 130 1 1 1 I METAL FABRICATION (IN SHOP) EFFECTIVE 08/31/2011 *,. A,..,. A,. A,. A**A***** **fnk'AY['*4* A****f,...A *w,.... A ******** AJ.*A*A* A&**RAAA* I (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code I 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 1 Counties Covered: I CLARK FITTER $31.77 1E 6H LABORER $21.91 1E 6H I LAYEROUT $31.47 1E 6H MACHINE OPERATOR $31.47 1 E 6H PAINTER $28.01 1E 6H WELDER $29.59 1E 6H I' Counties Covered: COWLITZ MACHINE OPERATOR $25.33 1B 2S FITTER $25.33 1B 2S WELDER $25.33 1B 2S Counties Covered: GRANT I FITTERNVELDER $10.79 1 PAINTER $8.67 1 I Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 ' MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 Supplemental to Wage Rates 10 I 08/31/2011 Edition, Published August, 2011 I 1 1 131 1 METAL FABRICATION (IN SHOP) 1 EFFECTIVE 08/31/2011 , AA............****Ye****A Af A*A A*AA*A****** - *, .♦ *********fl*t****..... AA A...... k* **Yrk'A*A&*A*A**fl*A * ****** (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code a Counties Covered: KITSAP FITTER $ 26.96 1 I LABORER $8.67 1 MACHINE OPERATOR $13.83 1 WELDER $13 83 1 Counties Covered: KLICKITAT, SKAMANIA, WAHKIAKUM FITTER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 III WELDER $16.99 1 Counties Covered: 1 PIERCE FITTER $15.25 1 LABORER $10.32 1 MACHINE OPERATOR $13.98 1 1 WELDER $13 98 1 Counties Covered: SNOHOMISH I FITTERNVELDER $15 38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 I Counties Covered: SPOKANE FITTER $12 59 1 I LABORER $8.67 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10 80 1 1 1 Supplemental to Wage Rates 11 1 08/31/2011 Edition, Published August, 2011 1 1 132 1 1 1 METAL FABRICATION (IN SHOP) EFFECTIVE 08/31/2011 1 ,.A ****RA 11- ** [****w .***trtl[**In V.,( *w 'k'kMkA"kfMa le** Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code 1 Counties Covered: THURSTON FITTER $27.10 2U 6T 111 LABORER $16.91 2U 6T LAYEROUT $30.63 2U 6T MACHINE OPERATOR $20.86 2U 6T WELDER $24.74 2U 6T Counties Covered: W HATCO M FITTERM/ELDER $13.81 1 I LABORER $9.00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA I FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 I WELDER $11.32 1 1 1 1 I 1 Supplemental to Wage Rates 12 1 08/31/2011 Edition, Published August, 2011 1 1 1 133 1 1 1 FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 08/31/2011 ***tk** ************A.4 A**ri* * ****** k *****************,....AA ** ******* A..A ...... (See Benefit Code Key) Classification Code 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 JOURNEY LEVEL $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA JOURNEY LEVEL 8.67 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM JOURNEY LEVEL $13.50 1 Counties Covered: FRANKLIN JOURNEY LEVEL $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS 813 85 2K 5B Counties Covered: PIERCE JOURNEY LEVEL $9.28 1 Counties Covered: SPOKANE JOURNEY LEVEL $20.23 1 Counties Covered: 11 WHATCOM JOURNEY LEVEL $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8.72 1 JOURNEY LEVEL $8.67 1 1 Supplemental to Wage Rates 13 08/31/2011 Edition, Published August, 2011 1 134 ' r 1 ' WSDOTs 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 Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water t • 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 "WSDOTs 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. 1 Supplemental to Wage Rates 14 08/31/2011 Edition, Published August, 2011 r i 135 1 1 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296- 127 -018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above - listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. 1 (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean -up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. 1 1 Supplemental to Wage Rates 15 08/31/2011 Edition, Published August, 2011 1 1 1 136 1 1 1 ' (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site ' of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off -site facility shall be paid the applicable prevailing wage rates for ' the county in which the off -site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. 1 [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08 -24 -101, § ' 296 - 127 -018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92 -01 -104 and 92 -08 -101, § 296 - 127 -018, filed 12/18/91 and 4/1/92, effective 8/31/92.] 1 1 1 Supplemental to Wage Rates 16 08/31/2011 Edition, Published August, 2011 1 1 1 137 1 I 1 1 PROPOSAL 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSAL ' To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima 2011 Sanitary Sewer System Repair Phase 1 Manhole Additions o e dd bons and Replacements City Project No. 2319 1 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. 1 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. 1 1 1 1 1 1 1 139 1' 1 ITEM PROPOSAL BID SHEET City of Yakima 1 2011 Sanitary Sewer System Repair Phase 1 Manhole Addition and Replacements 1 City Project No. 2319 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT I NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS 1 SPCC PLAN G :?: 42/ 1 -07.15 1 LS 42 �� f MOBILIZATION / 4 2 1 09.7 1 L / 3 74a. / .1 '¢,2 q 3 PROJECT TEMPORARY TRAFFIC CONTROL 1 p /17 I 1 -10.5 1 LS .R. 7- 34 ' 736 4 SAW CUT, PER INCH DEPTH 2-02.5 1760 LF i 4. - ,7, 5709 1 5 CRUSHED SURFACING TOP COURSE (FOR TRENCH BACKFILL) L �- 4-04.5 132 TON A 3 ,3 /a4 6 PAVEMENT REPAIR 132 SY 7 7 . f �� / O 1 G 111 5 -04.5 MANHOLE, 48- INCH - DIAM., TYPE 1 3 7 7-05.5 12 EACH // s �.. ( z _ f � l o ? .. � , ' ,4. 1 8 SHORING OR EXTRA EXCAVATION CLASS B, INCL. HAUL 120 LF 4.2 4, l , 4, -c- 7 -08.5 9 STRUCTURE EXCAVATION CLASS B, INCL. HAUL 134 CY �, 7,l � a 1 7 -08.5 _ TRENCH DEWATERING 1 FA $10,000.00 �j 11 7 -08.5 / �p 1 SANITARY SEWER BYPASS mD 1 10 1 FA $5,000.00 5 Q� `'� 7 -17.5 11 PVC SANITARY SEWER PIPE, 8 -IN. DIAM. /� 7 av 7 -17.5 20 LF sg 1 12 PVC SANITARY SEWER PIPE, 10 -IN. DIAM. S 15 LF �S / cIS 7 -17.5 lD � PVC SANITARY SEWER PIPE, 15 -IN. DIAM. I 13 10 LF 3 & - �, 3 SZ� 7 -17.5 p 14 SANITARY SEWER 8 IN. DIAM. CONNECTION 4 EACH / 2 44 8 1 15 SANITARY SEWER 10 -IN. DIAM. CONNECTION 7-.5 ;? 3 ‘00 7 -17.5 3 EACH 16 SANITARY SEWER 15 -IN. DIAM. CONNECTION / ( / CJ '4Z I 7 -17.5 2 EACH Q 17 REPAIR OR REPLACEMENT / d 8-30.5 1 FA $10,000.00 /CJ( 1 Total: I / a ( “4. SY Tax 8.2% /0 3S6. 50 1 Total: / 3 y' 667, 07 1 141 BID BOND FORM 1 Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of which amount is not Tess than five percent of the total bid. 1 Sign Mere 1 .. BID BOND KNOW ALL MEN BY THESE PRESENTS: 1 That we, TTC Construction, LLC , as principal, and AMCO Insurance Company , as Surety, are held and firmly bound I unto the City of Yakima, as Obligee, in the penal sum of Five Percent of Amount Bid (5% ) Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. 1 The condition of this obligation is such that if the Obligee shall make any award to the Principal for City of Yakima 2011 Sanitary Sewer System Phase P 1 Manhole Additions, City of Yakima Project #2319 according to the terms of the proposal or bid made by the 1 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 I 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. • I SIGNED, SEALED AND DATED THIS 31st DAY OF August 2011 9 ' TTC Co struction, LLC By: Princi al A O fa tom ny By i\ �� l����� -- bi t'y ne�att�e nderson Attorney -in -Fact Received retum of deposit in the sum of $ 1 1 1 1 I Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company, an Ohio corporation AMCO Insurance Company, an Iowa corporation I Farmland Mutual Insurance Company, an Iowa corporation Nationwide Agribusiness Insurance Company, an Iowa corporation Allied Property and Casualty Insurance Company, an Iowa corporation Depositors Insurance Company, an Iowa corporation hereinafter referred to severally as the "Company" and collectively as the "Companies," each does hereby make, constitute and appoint: I GEORGE C. SCHROEDER H. KEITH MCNALLY CHRIS CARSON KATHY GURLEY HEATHER ANDERSON W. W. WELLER ERIN L. REPP DIANA R. WILLIAMS I SPOKANE WA each in their individual capacity, its true and lawful attorney -in -fact, with full power and authority to sign, seal, and execute on its behalf any and all bonds and undertakings, and other obligatory instruments of similar nature, in penalties not exceeding the sum of ONE MILLION AND NO /100 DOLLARS $1,000,000.00 I and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company; and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: I "RESOLVED, that the president, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys -in -fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds, forms, applications, memorandums, undertakings, recognizances, transfers, contracts of indemnity, policies, contracts guaranteeing the fidelity of persons holding positions of public or private trust, and other writings obligatory in nature that the business of the Company may require; and to modify or revoke, with or without cause, any such appointment or authority; provided, however, that the authority granted I hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." "RESOLVED FURTHER, that such attorneys -in -fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them, and to affix the seal of the Company thereto; provided, however, that said seal shall not be necessary for the validity of any such documents." I This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments. Any vice president, any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents, instruments, contracts, or other papers in connection with the operation of the business of the company in addition to the chairman of the board, the chief executive officer, president, treasurer or secretary; provided, however, the signature of any of them may be printed, engraved, or stamped on any approved document, contract, instrument, or other papers of the Company. I IN WITNESS WHEREOF, the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 23 day of February,2011. I IT: 11 �OR00RArE : Gary A. Douglas, President and Chief Operating Officer of Nationwide Agribusiness Insurance Company / 0 :s E Au 0 and Farmland Mutual Insurance Company; and Vice President of Nationwide Mutual Insurance Company, li �, � ;:r AMCO Insurance Company, Allied Property and Casualty Insurance Company, and Depositors Insurance i sue#R + � �a��� Company I �p�IN5U �..∎� ACKNOWLEDGMENT 2a 4 a aro • a i 4 'r'� /�b.ASuAtrr, 11, /o lwawnarr':�p STATE OF IOWA, COUNTY OF POLK: ss S EAL g id: SEAL kit On this 23` day of February 2011, before me came the above -named officer for the Companies aforesaid, to ffi b ,,Ao,�. --N:4-, � �: g / e me personally known to be the officer described in and who executed the preceding instrument, and he I 46, o, • ,` ��� • p acknowledged the execution of the same, and being by me duly sworn, deposes and says, that he is the %%v officer of the Companies aforesaid, that the seals affixed hereto are the corporate seals of said Companies, wc,a 4r � and the said corporate seals and his signature were duly affixed and subscribed to said instrument by the 0 uS Y 4o ^ „A so' authority and direction of said Companies. f. SEtiL s % .SEAL f } ,,► tr �,�, 'Vpil �:D ola MOMea e 1 ) .! tOnp:5Cils °' y Rm "b , wr ^ „ Mint li r+ i4 +.I My c rztl . EVrk+s March .. Notary Pub ^y5 ' � My Commission Expires CERTIFICATE March 24, 2014 I, Kathy R. Richards, Assistant Secretary of the Companies, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney issued by I the Company; that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner; that said Gary A. Douglas was on the date of the execution of the foregoing power of attorney the duly elected officer of the Companies, and the corporate seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors; and the foregoing power of attorney is still in full force and effect. II IN WITNESS WHEREOF, I have hereunto subscribed my name as Assistant Secreta and affixed the corporate seals of said Companies this 31 ST III of August 11 v I Assistant Secretary This Power of Attorney Expires 06/29/14 1 I BDJ 1 (02 -11) 20570 1 NON - COLLUSION DECLARATION 1, 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. 1 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. 1 All information will be treated confidentially and caller anonymity will be respected. 1 1 1 1 1 1 1 1 1 145 1 NON - DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: 1 (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." 1 1 146 1 1 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 1 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. 1 1 1 1 1 1 1 1 1 1 147 II 1 RESOLUTION NO. 1) - 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise 1 Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal 1 and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- 1 prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that 1 Women And Minority Business'Enterprises shall have the maximum practicable opportunity to participate in the performance of II such public works, and WHEREAS, the City of Yakima is determined to maximize 1 Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption 1 of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, II BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority II Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. II ADOPTED BY THE CITY COUNCIL this ..;), Q Get day of cc- 4---- , 1983. v II 44 r ,v,A_ A . Oro, ,,,,A.A.,t ta II Mayor . 1 ATTEST: J II City Clerk II 1 148 1 1 .: ,. "" '4: . Compliances with I :mm`igratio:n ;:nd N Act;' -, : , v xi,� f .� The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), ' or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. ' E- Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E- Verify Declaration below. Failure to do so may be cause for rejection of bid. E- VERIFY COMPLIANCE DECLARATION ' The undersigned declares, under penalty of perjury under the Taws of Washington State that: 1. By submitting this Declaration, I certify that I do not and will not, during the performance ' of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. I agree to enroll in E- Verify prior to the start date of any contract issued by the City of ' Yakima to ensure that my workforce is legal to work in the United States of America. I agree to use E- Verify for all newly hired employees during the length of the contract. 3. I certify that I am duly authorized to sign this declaration on behalf of my company. 4. I acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E- Verify program at any time and that non - compliance could lead to suspension of this contract. Firm Name: ' Dated this day of , 20 ' Signature: Printed Name: Phone #: Email Address: ' Homeland Security's Web Address is: http: / /vvww.dhs.gov /e- verify Completed declarations can be mailed to: City of Yakima Purchasing, 129 No. 2 Street, Yakima, WA 98901, faxed to 509 -576 -6394 or scanned and emailed to sownby @ci.yakima.wa.us 1 149 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 1 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 including minority news media; and by notifying and discussing it with all subcontractors and suppliers. ' g. 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 1 151 1 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 1 any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. 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. 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. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 1 1 1 1 152 1 BIDDERS CERTIFICATION 1 I 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: I , T/ certifies that: 1 (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract 1 " T✓ ( A c i : 'r a ts' e.. , r' -- 41-40/e- -- lif Z — 4)c..W1J /YLl�_l � a off - yv ( LsC"r.�f � }Alf &/ s 1 and; 1 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 I steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades b . ng: tl 2 e., c 1 1 and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency I prior to the award of any sub - contract under this contract the Subcontractor Certification required by these Bid Conditions. 1 �K \ \ C (Signature of Au orized Representative of Bidder) 1 1 1 1 1 153 1 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will ggwerp,;#he 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 1 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 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. 1 155 1 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 security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: 1 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. 1 1 1 1 1 1 1 1 1 1 1 156 1 PROPOSAL ' 2011 Sanitary Sewer System Repair CIPP and Manhole Replacements City Project No. 2319 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. g 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: I CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND ' INifEHEPAMOIJNTfiOrS %' „OF' HE;'BID) ** Receipt is hereby acknowledged of addendum(s) No.(s) ' SIGNATURE OF AUTHORIZED OFFICIAL(s) 0 5AVMv 5 . a ApPx 1 P ,,"�a FIRM NAME ,: (ADRESS) C K PHONE NUMBER I STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER FEDERAL ID No. IRl \ ICI o I ( IL\ 1% 11-1 l \ 1 WA STATE EMPLOYMENT SECURITY REFERENCE NO. \ \ t -� -- \ L. amp I Note: (1) This proposal form is not transferable and any alteration of the firm's'name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1 -02.6 of the standard specifications, re: "Preparation of Proposal,” or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 1 1 157 1 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. 1 C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. E. 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 1 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. 1 Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. 1 1 1 1 1 1 1 159 1 1 1 ' PLANS AND DETAILS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r-► B I`•I NOTES: ' /' – – 1. PRECAST ADJUSTMENT SECTIONS SHALL BE LEVELED A i / A WITH GROUT ONLY. SECTIONS SHALL BE FINISH GROUTED INSIDE AND OUT AND SHALL BE INSPECTED BY THE CITY N ENGINEER PRIOR TO BACKFILL. NO WOOD SHIMS SHALL BE 1 j j ALLOWED. L C FLT 2. PIPES TO BE GROUTED IN PLACE. GROUT SHALL BE NON - GYPSUM TYPE GROUT AS APPROVED BY THE CITY ENGINEER. 1 VW/ 3. NO PRIVATE LINE CONNECTIONS SHALL BE MADE INTO MANHOLES. PLACE MANHOLE 4. BASE IS TO BE CAST -IN -PLACE UTILIZING CL 4000 1 B OPENING OVER STEPS CONCRETE. PLAN VIEW 24° r I OPENING 1 CAST -IRON FRAME & COVER I♦— • • PER SPECIFICATIONS al •111111lllllll�N �i� / � E__� E®I ® ADJUSTMENT SECTION(S) ®__® El IS -.11- SHALL BE GROUTED. V 1 PRECAST ECCENTRIC t I CONE SECTION cc w > I 0 o z E. h 1 1 48 " STANDARD 6 1 � � --.-- PRECAST SECTION 1 — -►— PRECAST SECTION BASE SLOPE SLOPE IU �� _— 0.10' DROP IN CHANNELS _ __ \„l -_ 1�_ ACROSS MANHOLE Iniall 1 .-16 SECTION A -A SECTION B -B 1 1 I 4 op City Of Yakima City of Yakima - Standard Detail /1-.'`, Engineering Division � IV ›,' 129 North Second Street SANITARY SEWER MANHOLE S1 I . "!tt. • / Yakima, Washington NOT TO SCALE f Revision 05 -2010 1' 1 1 1 1 1 SEE DETAIL R24 FOR TRENCH PATCHING 1 .Y /\\ < ,,,; ii I << _ EXCAVATION .-- PAYMENT LINE 1 FOR PIPES 15 INCHES AND UNDER I.D. + 30 INCHES 1 NATIVE MATERIAL SHALL BE USED FOR • BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. \ a is l 4� co 1 0\ \ CRUSHED SURFACING TOP COURSE SHALL BE � 1. 0 \4�l-- • USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 1 � d ti° as UNSUITABLE FOUNDATION MATERIAL SHALL BE •y \ ' ... \��.� �� % \,.y REPLACED WITH GRAVEL BACKFILL FOR SUITABLE EARTH FOUNDATION FOUNDATIONS CLASS B. (SEE NOTE) I • op City Of Yakima �% 4 - y ma City of Yakima - Standard Detail ` , Engineering Division � �` ` % %l�� �? 129 North Second Street TYPICAL TRENCH SECTION S4 1 `� Yakima, Washington NOT TO SCALE Revision 05 -2010 r MN i 1 NM 11 B N NM — IIM sI — On NEI MI OM MN a— z SIGN SPACING = X (1) NOTES y RURAL ROADS 45 / 55 MPH 500' s: 1. Modify Regulatory Traffic Control Devices, as needed, for the Z WORK AREA duration of the detour. 0 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 5 Te a RURAL ROADS, URBAN ARTERIALS, R11 -2 B/W 25 / 30 MPH 200': 2 2. Two Flashing Warning Lights (Type A per MUTCD) may be used to = RESIDENTIAL & BUSINESS DISTRICTS U RBAN STREETS 25 MPH OR LESS 100 ! (2) R OAD ■��� //%/ I mark each barricade at night F.' ( W ILL BE Rtt -trot m'', ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE CLOSED 2 2 CLOSED BM/ 3. Trail Blazers shall be Installed throughout the detour, as appropriate. NOM •rMM (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE x ` [III Tell W20-3 4. Signing shown for the one direction only. AT -GRADE INTERSECTIONS AND DRIVEWAYS. I 5. Coordinate with emergency Services. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2 ROADWAY CONDITIONS. CLOSED 6. For signs size refer to Manual on Uniform Traffic Control Devices AHEAD (MUTCD) and WSDOT Sign Fabrication Manual M55-05. M3 NORTH x ROAD R11 R11 Z D3-101 MAIN ST. - x _ 2 CLOSED °20-3 ' ROAD CLOSE Row CLOSED M 443 [�DETOURQ AHEAD ROAD MILES AHEAD OR TD ci ♦� me. wcuTlBlrFICaxLr rHRBTRAFFIc DETOUR M4-tot. , ' i ' (— ) FOR LOCAL AGENCY USE ONLY f 4 NORTH M31 NOT FOR USE ON STATE ROUTES MAIN ST.I] 03 -101 S 6 DETOUR 1448 p ov wr Re ' 0 9 1 1 1 y M a-1L '' l =''' itV3 ill i 1 Z NORTH M 3-1 F T' t il g MAIN sT. D3-101 S E 2 DETOUR MA-8 : � iP R s � ` D .„1 .11 � °G \ }` Is; ( LEGEND K M51 W202 s 'DNAL l'� Mil � IEXPIRES AUGUST 9. 20071 €S a K 0 SIGN LOCATION 2 DETOUR ® BARRICADE - TYPE 3 R AHEAD ROAD CLOSURE �� BARRICADE -TYPE 3 L I x t rz� WITH OFF -SITE DETOUR I I' ROAD STANDARD PLAN K- 10.40 -00 2 r CLOSED SHEET 1 OF 1 SHEET AHEAD APPROVED FOR PUBLICATION Ken L Smith 02 -15-07 STATE ure Delos aOTIDe DATE T WmMnplon UM. Department of Trmnpvlmbn • 1- s MN MI MI 111111 NM M MA M rr - MN 11= 111111 IIIIN 111.1 1.II NOTES Z LONGITUDINAL BUFFER SPACE = B SIGN SPACING = X RU RAL ROADS 45 / 55 MPH Soo : 1 This plan is Intended for use on roadways when traffic volumes create z POSTED SPEED (MPH) 25 30 35 40 45 sufficient gaps for motor vehicles to yield. m LENGTH B (FEET) 55 85 120 170 270 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ! .1 RURAL ROADS, URBAN ARTERIALS, 2. Steady Buming Warning Lights (Type C per MUTCD) shell be used to w RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ! mark Channelizing Devices at night. J w URBAN STREETS 25 MPH OR LESS 100' ± 3. Adequate sight distance shall be provided for drivers to see opposing o p ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE traffic, otherwise use flaggers and/or Temporary Signal. t CHANNELIZING DEVICE SPACING • ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE 4. Extend Channelizing Device taper across shoulder - recommended. o POSTED SPEED IN TAPER IN TANGENT AT -GRADE INTERSECTIONS AND DRIVEWAYS. (MPH) (FEET) (FEET) 5. Post mount signs when in place for 3 days or longer. 35 / 45 30 60 25 / 30 20 40 6. For speed limit 35 mph or higher replace W1 -3R with W1-4R. 7. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. • R1 - 2 R/W W204 8. Consider using a PCMS for additional advance warning. ID W3 ONE LANE Iiir ROAD AHEAD vrzo t ROAD - WORK To AHEAD R1 -2a ( ONCOMINB ROAD WORN G20-2A , TRAFFIC B 100 MAX. 15' X X X a CI 01 01 01 ' 0 ��/ q ° ° ® — FOR LO Z CAL AGCY USE LY 7 A ° NOT FOR USE ON STATE ROUTES Z ��� �� OF WAS 9 ON �' y b b 11 • g � o _. x x F y I I W20-1 A �j r ��gNI W -3R END �o .p � 1 s5 o 4`,' 4`,' g t A i ROAD . ROAD WORK G20-2A ' 6'1 S 3 T ER Q ' G t Mil WORK W20-4 s JONAL �� g g AHEAD ONE LANE I EXPIRES AUGUST 9. 20091 Bkgh ROAD LANE CLOSURE AHEAD WITHOUT FLAGGERS LEGEND .- LOW VOLUME ROAD STANDARD PLAN K- 20.20 -01 01 SIGN LOCATION SHEET 1 OF 1 SHEET ® ® a CHANNELIZING DEVICES APPROVED FOR PUBLICATION ® BARRICADE - TYPE 3 L Pasco Bakotich 111 10 -12 -07 A FLASHING WARNING LIGHT Albs RATE Dmae DIOIMEER DATE Wm inglen Rate o.pmbn... t of T.m p.d 1.n 11.1 11111111 1111. MI Ini OW NM IIIIIII 11.11 MN MN NM IMO 1 MN 111111 IIIII I= IIIIII NOTES = LONGITUDINAL BUFFER SPACE = B y 1. A Protective Vehide is recommended regardless if a Truck Mounted Attenuator 2 POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 (TMA) is available; a work vehicle may be used. When no TMA is used, the K LENGTH B (FEET) 155 200 250 305 360 425 495 570 545 Protective Vehicle shall be strategically located to shield workers, with no m specific Roll -Ahead distance. ai 2. Night work requires additional roadway lighting at flagging stations. See r BUFFER DATA WSDOT Standard Specifications for additional details. 00 ENO G20 TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) 3 Extend Channelizin Device to r across shoulder - recommended. ROAD WORK g i , OR VEHICLE TYPE LOADED WEIGHT DOWNSTREAM TAPER 4. Sign sequence Is the same for both directions of travel on the roadway. TO SHOW END OF WORK 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. 9, AREA - SEE NOTE 5 SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE 5. Channellzing Device spacing for the downstream taper option shall be 20' O.C. FLAT BED, ETC. A ACCORDANCE WITH ATION FACTURER RECOMMENDATION) 0. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) ROLL AHEAD STOPPING DISTANCE = 30 FEET MIN. and WSDOT Sign Fabrication Manual M55 - 05. • \ \ 'q,.. 1 (DRY PAVEMENT ASSUMED) it .\'� . SIGN SPACING = X (1) .b, 41 0 RURAL HIGHWAYS 60 / 65 MPH B00' x tet RURAL ROADS 45/55 MPH 500' t G20-2A II!, RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' i \444‘ g RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL 8 BUSINESS DISTRICTS 25 / 30 MPH 200' t (2) END �'� ROAD WORE ,\ / ♦ \� ' URBAN STREETS 25 MPH OR LESS 100' 3 (2) \' ^ ♦ \ ` B % 4 ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE 1' W20-7A \ \\ '4, C lky, (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE 4 RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ' /� / f W20.7B - OPTION IF POSTED (2) ROADWAY CONDITIONSY BE REDUCED IN URBAN AREAS TO FIT \ B E SPEED 40 MPH O LESS + 4, PREPARED \ TO STOP FOR LOCAL AGENCY USE ONLY Y@0.7A �� + � NOT FOR USE ON STATE ROUTES + \ \ � 9- ONE LANE ROAD \ is + 4 J Re d P \ AHEAD ROAD W20 o p % II wes 07 � 1 a / BE ' . �<v g �< 's t ti $y e t;' 6 11111 p PREPARED • � t WORK F AHEAD g TO STOP \ \ . F r r 3d E i W20.7B - OPTIONAL IF POSTED A '' / i s 'x`' k' a / + / ONE LANE e ` SPEED 40 MPH OR LESS ' 0 .y 25335 QO e 8 i 4 /' /STBR G \ 11 AHE 11O � � � 8/ONAL C� g \ . � , [EXPIRES AUGUST 9. 20071 Rkt ROAD WORK \ LANE CLOSURE AHEAD W20-1 LEGEND WITH FLAGGER CONTROL a4 FLAGGING STATION STANDARD PLAN K- 20.40 -00 SHEET 1 OF 1 SHEET N SIGN LOCATION APPROVED FOR PUBLICATION ® a e CHANNELING DEVICES Ken L Smith 02 -15-07 :AM PROTECTIVE VEHICLE - RECOMMENDED — � m " BATE Warldrpion Us* Tevnaperknion I • I S 1 am am mi N — ma am am ow um w O M IIIMI NOTES z y ' PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R 1. In those situations where multiple work locations within a limited distance make it z practical to place stationary signs, the distance between the advance Warning m TYPICAL PROTECTIVE VEHICLE WITH TMA Sign and the Work Area should not exceed 5 miles. i VEHICLE TYPE LOADED WEIGHT STATIONARY g , OPERATION 2. In those situations where the distance between the advance signs and the Work w 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. Area Is 2 to 5 miles, a Supplemental Distance plaque should be used with the m SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE 30 FEET ROAD WORK AHEAD sign. FLAT BED, ETC. IN ACCORDANCE WITH MANU- FACTURER RECOMMENDATION) 3. No encroachment Into traffic lane is permitted with this plan. o ROLL AHEAD DISTANCES VARY AND SHALL BE DETERMINED IN FIELD 4. Work vehicle and Shadow vehicle shall use Wamin Beacons. BASED ON WORK OPERATION AND SITE SPECIFIC CONDITIONS D * PROTECTIVE VEHICLE MOUNTED 5. Shadow vehicle shall maintain 500' to 1000' of sight distance to approaching traffic. 6. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and * w21 W2o WSDOT Sign Fabrication Manual M55-05. SHOULDER ROAD WORK WORK AHEAD R SEE NOTES 1 AND 2 WORK VEHICLE -. rrm 7 4 1 INORK AREA N SHADOW VEHICLE Z Z FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES 0 0 J. TRFA Oh ,' * OT WASy 1 4.. ,i o In I O, . 25335 �O �i` alp, OISTCQ �� SIONAL CM 1 i g LEGEND NN no p (EXPIRES AUGUST 9, 20071 €We IA SIGN LOCATION SHOULDER CLOSURE INl ©1 /l PROTECTIVE VEHICLE ^' SHORT DURATION 7 STANDARD PLAN K- 40.60 -00 TRUCK MOUNTED ATTENUATOR -- RECOMMENDED SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION SEQUENTIAL ARROW PANEL TYPE -13' Ken L Smith02-15-07 CAUTION MODE RATE pF810M E1gIME91 0.1 ._ J 7 W I.ing n 510. MpmtW of Temvpwb/bn Y WARNING BEACON - REQUIRED 1111111 11111 NO EIS • 11111 111111 111111 11111 MN NMI era mos No swa = SIGN SPACING = X (1) NOTES RURAL ROADS 45155 MPH 500' t 1. The sign shown is not required in the following cases: the work space j RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' t is behind a barrier, or more than 2' behind the curb, or more than 15' from the edge of a roadway. m RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' t (2) IA RESIDENTL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' t (2) 2. For sign size, refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE 0 AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES x WORK AREA TR pyg SEE NOTE 1 ROAD 04 WASyj b #: 3 WORK ti AHEAD o' 1 3 4 - 9 5335 �O 4 O � R �3 ° R s �� cr s Te�' S 8 IONAL '' k3 1: (EXPIRES AUGUST 9. 20071 45t'iLl LEGEND WORK BEYOND IA SIGN LOCATION THE SHOULDER STANDARD PLAN K- 40.80 -00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L Smith 02 -15-07 RATE OFBgM DOWER GATE T Washington Stmt Department of Transportation