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HomeMy WebLinkAboutR-2017-071 Safe Routes to Schools - Adams & Washington School Sidewalks Rebid Agreement with Moreno & Nelson Construction Corp.C mr c4..e aie Cly of Yakima tea' `1"mis Eviqbieeiinq Division *afe Rouf.t to tebo.is *dama 8 Washington lobool gld.walks - ReBid Construction Contract Specifications & Bid Documents City Project Number 2412 State Aid No, HLP-SR15(018) 129 North Second Ste Yakima. WA 98901 November 2017 Phone (509) 575-6111 Fax (509) 576 6305 1 M M = I E I i♦ MI 1 MN 1 I M - E EN BID SUMMARY Safe Routes to Schools Adams & Washington School Sidewalks - Re -Bid CITY PROJECT NO. 2412 - State Aid No. NLP-SR15(018) ENGINEERS ESTIMATE MORENO & NELSON CONTRUCTION, CO. Walla Walla, WA DW EXCAVATING INC. Davenport, WA ALLSTAR CONSTRUCTION GROUP, INC. Richland, WA ITEM NO. Bid Security *_ == 5% BID BOND = -5P5 BID BOND 5% BID BOND ITEM , QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 SPCC PLAN 1 LS $500.00 $500.00 $50.00 $50.00 $50.00 $50.00 $6,292.00 56,292.00 2 MOBILIZATION - ' 1 LS $26,000.00 526,000.00 528,000.00 $28,000.00 548,000.00 548,000.00 516,220.00 516,220.00 3 PROJECT TEMPORARY TRAFFIC CONTROL _ 1 LS 512,000.00 $12,000.00 $40,000.00 $40,000.00 511,000.00 511,000.00 525,366.00 $25,366.00 4 CLEARING AND GRUBBING 1 LS $5,000.00 $5,000.00 $7,800.00 57,800.00 $8,300.00 $8,300.00 537,554.00 537,554.00 5 REMOVAL OF CEMENT CONC. SIDEWALK 277 - - SY $70.00 $19,390.00 520.00 $5,540.00 - 5108.00 $29,916.00 556.00 515,512.00 6 REMOVAL OF CEMENT CONC. CURB 776 LF $12.00 $9,312.00 510.00 $7,760.00 $18.50 514,356.00 $4.00 $3,104.00 7 SAWCUT 220 LF 52.00 $440.00 $5.00 $1,100.00 51.25_ $275.00 $2.00 $440.00 8 ROADWAY EXCAVATION INCL. HAUL 40 CY $80.00 $3,200.00 $100.00 $4,000.00 $62.00 $2,480.00 $99.00 $3,960.00 9 HMA CL 1/2" PG 64-28 10 TON $320.00 53,200.00 $500.00 55,000.00 $480.00 54,800.00 $188.00 51,880.00 10 HMA CL 1/2" PG 64-28 FOR DRIVEWAY APPROACH 10 TON $320.00 53,200.00 $350.00 $3,500.00 $480.00 54,800.00 $153.00 $1,530.00 11 TOPSOIL TYPE 'B' 14 CY $75.00 $1,050.00 $50.00 5700.00 $150.00 52,100.00 $126.00 51,764.00 12 500 INSTALLATION 80 SY $25.00 $2,000.00 $15.00 51,200.00 $22.00 51,760.00 531.00 $2,480.00 13 CEMENT CONC. TRAFFIC CURB AND GUTTER 790 LF $42.00 $33,180.00 540.00 $31,600.00 $42.o0 533,180.00 $53.00 541,870.00 14 REMOVE & RESET CHAIN LINK FENCE, 4 FOOT 275 LF $22.00 $6,050.00 $35.00 $9,625.00 525.00 $6,875.00 $21.00 55,775.00 15 CHAIN LINK FENCE MODIFICATIONS T 1 LS 51,500.00 51,500.00 51,800.00 $1,800.00 $1,200.00 51,200.00 $2,082.00 52,082.00 16 CEMENT CONCRETE SIDEWALK - 4 INCH THICK 1016 SY $75.00 $76,200.00 $50.00 $50,800.00 $58.50 $59,436.00 $113.00 $114,808.00 17 CEMENT CONCRETE SIDEWALK - 6 INCH THICK 70 SY $84.00 $5,880.00 $65.00 $4,550.00 5120.00 $8,400.00 $127.00 58,890.00 18 CEMENT CONC. CURB RAMP TYPE PARALLEL A 1 EA $1,950.00 $1,950.00 52,000.00 52,000.00 51,900.00 51,900.00 $2,213.00 $2,213.00 19 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 17 EA $1,500.00 $25,500.00 $2,000.00 $34,000.00 51,520.00 $25,840.00 $280.00 $4,760.00 20 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION 17 EA $1,685.00 $28,645.00 $1,800.00 $30,600.00 $1,600.00 $27,200.00 $1,963.00 $33,371.00 21 DETECTABLE WARNING SURFACE 32 SF $52.00 $1,664.00 $25.00 $800.00 $25.00 $800.00 $41.00 $1,312.00 22 MAILBOX SUPPORT, TYPE 2 1 EA $950.00 $950.00 $850.00 5850.00 $1,000.00 $1,000.00 $941.00 $941.00 23 REMOVE & RELOCATE SCHOOL FLASHERS 1 LS $3,500.00 $3,500.00 $2,800.00 $2,800.00 $5,000.00 $5,000.00 $4,127.00 $4,127.00 24 PERMANENT SIGNING 1 LS 53,500.00 53,500.00 51,800.00 $1,800.00 $3,800.00 53,800.00 $2,940.00 52,940.00 25 PAINTED CROSSWALK LINE 1024 SF $6.75 $6,912.00 $3.00 $3,072.00 $4.00 $4,096.00 $7.00 $7,168.00 26 REPAIR OR REPLACEMENT EST DOL $8,000.00 $8,000.00 $8,000.00 $8,000.00 $8,000.00 $8,000.00 $8,000.00 58,000.00 TOTALS: $288,723.00 $286,947.00 $314,564.00 $354,359.00 CITY ENGINEERS REPORT ,T ^i r �- , * � AWARD MADE BY CITY MANAGER CITY OF YAKIMA Safe Routes to Schools x COMPETITIVE BIDS WERE OPENED ON NOV 28TH, 2017 ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. I RECOMMEND THE CONTRACT BE AWARDED T0. Moreno & Nelson Construction, Corp. 11-30-1'1 I il Adams CITY & Washington School Sidewalks - Re -Bid g PROJECT NO 2412 State Aid No HLP-SR15(018) DATE. NOV. 28, 2017 FILE. SRTS Adams Wash Sidewalk REBID Bid Sum.pub SHEET 1 of 1 f% ll 3731 i7 C�J ! yl_v NEER......i DATE CITY ENGINEER DA E ` CITY MA ' ER DEPARTMENT OF PUBLIC WORKS Engineering Division 129 North Second Street Yakima, Washington 98901 (509) 575-6111 • Fax (509) 576-6305 ADDENDUM NO. 1 TO THE BID DOCUMENTS AND SPECIFICATIONS FOR THE CITY OF YAKIMA, WA li 4 Ij For: Safe Routes to Schools Adams & Washington School Sidewalks- Re Bid City Project Number 2412 State Aid No. HLP-SR15(018) BID OPENING: Tuesday November 28, 2017 - 2:00 p.m., City Hall 1st Floor Conference Room TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Construction Contract Specifications and Bid Documents shall be modified as follows: ITEM 1. Special Provisions; Section 1-08.4: 1-08.4 Prosecution of Work This section is supplemented with the following: I I Work on this project shall not begin until June 15, 2018 and substantial completion of 1 0 111� i the .work shall be achieved priot to August 21, 2018. This ADDENDUM is to be considered as much a part of the contract provisions as if it were i'nclutled in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: Breit H Sheffield, P.E. ° Date Chief Engineer END OF ADDENDUM NO. 1 Addendum #1 —SRTS AdamsM/ashington Sidewalks Re -Bid #2412 dill+� Page 1 of 1 November 17, 2017 City of Yakima Safe Routes to Schools Adams & Washington School Sid: -walks -Rebid City Project No. 2412 State Aid No. HLP-SR15(018) November 2017 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 1 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 2 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 November 28, 2017 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Safe Routes to Schools Adams & Washington Schools Sidewalks - Rebid City of Yakima Project No. 2412 State Aid No HLP-SR15(018) This Contract provides for the construction of sidewalks, crosswalks and ADA ramps at various locations in the vicinity of Washington Middle School and Adams Elementary, relocating school zone flashers, repairing areas of damaged sidewalk, and other work, all to be constructed 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. Complete digital project Bidding Documents are available at www questcdn com You may download the digital plan documents for $20.00 by inputting QuestCDN project #5427469 on the website's Project Search page. Please contact QuestCDN.com at 952-233-1632 or info©questcdn com for assistance in free membership registration, downloading, and working with this digital project information An optional paper set of project plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street (509-575- 6111), upon payment in the amount of $50.00 for each set, non-refundable. Project questions should be directed to Randy Tabert at 509-576-6579 Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964 and 78 Stat. 252, 42 USC 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 ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 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, national origin or sex in consideration for an award. The City reserves the right to reject any or all bids and proposals DATED this 6th day of November, 2017 PUBLISH: November 7, 2017 November 14, 2017 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 3 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 4 AMENDMENTS TO THE STANDARD SPECIFICATIONS ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 5 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2016 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications For informational purposes, the date following each Amendment title Indicates the implementation date of the Amendment or the latest date of revision Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1-01, Definitions and Terms August 1, 2016 1-01.3 Definitions The following new term and definition is inserted after the eighth paragraph Cold Weather Protection Period — A period of time 7 days from the day of concrete placement or the duration of the cure period, whichever is longer. Section 1-02, Bid Procedures and Conditions June 1, 2017 1-02.4(1) General The first sentence of the last paragraph is revised to read Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by dose of business on the Thursday preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids 1-02.6 Preparation of Proposal In this section, "Disadvantaged Business Enterprise" is revised to read "Underutilized Disadvantaged Business Enterprise", and "DBE" is revised to read "UDBE" Section 1-02 6 is supplemented with the following (August 28, 2017) The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form (WSDOT Form 272-009) Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms 1-02.9 Delivery of Proposal The last sentence of the third paragraph is revised to read. The Contracting Agency will not open or consider any Proposal when the Proposal or Bid deposit is received after the time specified for receipt of Proposals or received in a location other than ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 6 that specified for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received The following new paragraph is inserted before the last paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.12 Public Opening of Proposals This section is supplemented with the following new paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be opened at the time indicated in the call for Bids the time specified for opening of Proposals will be deemed to be extended to the same time of day on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.13 Irregular Proposals In this section, "Disadvantaged Business Enterprise" is revised to read "Underutilized Disadvantaged Business Enterprise", and "DBE" is revised to read "UDBE". Section 1-04, Scope of the Work June 1,2017 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda The following new paragraph is inserted before the second to last paragraph: Whenever reference is made in these Specifications or the Special Provisions to codes, rules, specifications, and standards, the reference shall be construed to mean the code, rule, specification, or standard that is in effect on the Bid advertisement date, unless otherwise stated or as required by law. 1-04.3 Reference Information This section is supplemented with the following new sentence: If a document that is provided as reference information contains material also included as a part of the Contract, that portion of the document shall be considered a part of the Contract and not as Reference Information. 1-04.4(2)A General Item number 4 in the third paragraph is revised to read: 4. Provide substitution for deleted or reduced Condition of Award Work, Apprentice Utilization and Training Section 1-06, Control of Material January 4, 2016 This section is supplemented with the following new section and subsections: ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 7 1-06.6 Recycled Materials The Contractor shall make their best effort to utilize recycled materials in the construction of the project, the use of recycled concrete aggregate as specified in Section 1-06 6(1)A is a requirement of the Contract. The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing within 30 calendar days after the Contract is executed The plan shall provide the Contractor's anticipated usage of recycled materials for meeting the requirements of these Specifications The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9-03 21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03 21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e g utilization of on-site material and aggregates from concrete returned to the supplier) The Contractor's report shall be provided on DOT Form 350- 075 Recycled Materials Reporting 1-06.6(1) Recycling of Aggregate and Concrete Materials 1-06.6(1)A General The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items listed in Section 9-03 21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of recycled concrete aggregate The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled concrete used on the entire Contract and not as individual items If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the Contractor may choose to not use recycled concrete aggregate. When the Contractor does not meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due to costs or any other reason the following shall be submitted 1 A cost estimate for each material listed in Section 9-03 21(1)E that is utilized on the Contract. The cost estimate shall include the following: a The estimated costs for the Work for each material with 25 percent recycled concrete aggregate The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest total cost for the Work b. The estimated costs for the Work for each material without recycled concrete aggregate. The Contractor's cost estimates shall be submitted as an attachment to the Recycled Materials Reporting form ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 8 Section 1-07, Legal Relations and Responsibilities to the Public January 3, 2017 1-07.1 Laws to be Observed In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting Agency". 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax The last three sentences of the first paragraph are deleted and replaced with the following new sentence The Contractor (Prime or Subcontractor) shall include sales or use tax on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit bid prices. 1-07.3(1) Forest Fire Prevention This section is supplemented with the following new subsections: 1-07.3(1)A Fire Prevention Control and Countermeasures Plan The Contractor shall prepare and implement a project -specific fire prevention, control, and countermeasures plan (FPCC Plan) for the duration of the project. The Contractor shall submit a Type 2 Working Drawing no later than the date of the preconstruction conference. 1-07.3(1)A1 FPCC Plan Implementation Requirements The Contractor's FPCC Plan shall be fully implemented at all times. The Contractor shall update the FPCC Plan throughout project construction so that the plan reflects actual site conditions and practices. The Contractor shall update the FPCC Plan at least annually and maintain a copy of the updated FPCC Plan that is available for inspection on the project site. Revisions to the FPCC Plan and the Industrial Fire Precaution Level (IFPL) shall be discussed at the weekly project safety meetings. 1-07.3(1)A2 FPCC Plan Element Requirements The FPCC Plan shall include the following: 1. The names, titles, and contact information for the personnel responsible for implementing and updating the plan. 2. The names and telephone numbers of the Federal, State, and local agencies the Contractor shall notify in the event of a fire. 3 All potential fire causing activities such as welding, cutting of metal, blasting, fueling operations, etc 4. The location of fire extinguishers, water, shovels, and other firefighting equipment. 5 The response procedures the Contractor shall follow in the event of a fire. Most of Washington State is covered under the IFPL system which, by law, is managed by the Department of Natural Resources (DNR). It is the Contractor's responsibility to be familiar with the DNR requirements and to verify whether or not IFPL applies to the specific project. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 9 If the Contractor wishes to continue a work activity that is prohibited under an industrial fire precaution level, the Contractor shall obtain a waiver from the DNR and provide a copy to the Engineer prior to continuation of work on the project If the IFPL requirements prohibit the Contractor from performing Work the Contractor may be eligible for an unworkable day in accordance with Section 1-08 5 The Contractor shall comply with the requirements of these provisions at no additional cost to the Contracting Agency 1-07.8 High -Visibility Apparel The last paragraph is revised to read High -visibility garments shall be labeled as, and in a condition compliant with the ANSI/ISEA 107 (2004 or later version) and shall be used in accordance with manufacturer recommendations 1-07.8(1) Traffic Control Personnel In this section, references to "ANSI/ISEA 107-2004" are revised to read "ANSI/ISEA 107" 1-07.8(2) Non -Traffic Control Personnel In this section, the reference to "ANSI/ISEA 107-2004" is revised to read "ANSI/ISEA 107". 1-07.9(2) Posting Notices Items 1 and 2 are revised to read 1 EEOC - P/E-1 (revised 11/09, supplemented 09/15) — Equal Employment Opportunity IS THE LAW published by US Department of Labor Post for projects with federal -aid funding 2 FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA) Post for projects with federal -aid funding Items 5, 6 and 7 are revised to read 5 WHD 1420 (revised 02/13) — Employee Rights and Responsibilities Under The Family And Medical Leave Act published by US Department of Labor Post on all projects WHD 1462 (revised 01/16) — Employee Polygraph Protection Act published by US Department of Labor Post on all projects. 7. F416-081-909 (revised 09/15) — Job Safety and Health Law published by Washington State Department of Labor and Industries Post on all projects Items 9 and 10 are revised to read 9. F700-074-909 (revised 06/13) — Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L&I) Post on all projects 10 EMS 9874 (revised 10/15) — Unemployment Benefits published by Washington State Employment Security Department. Post on all projects 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan The second sentence of the first paragraph is deleted. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 10 The first sentence of the second paragraph is revised to read. The SPCC Plan shall address all fuels, petroleum products, hazardous materials, and other materials defined in Chapter 447 of the WSDOT Environmental Manual M 31-11 Item number four of the fourth paragraph (up until the colon) is revised to read 4. Potential Spill Sources — Describe each of the following for all potentially hazardous materials brought or generated on-site, including but not limited to materials used for equipment operation, refueling, maintenance, or cleaning: The first sentence of item 7e of the fourth paragraph is revised to read. BMP methods and locations where they are used to prevent discharges to ground or water during mixing and transfer of hazardous materials and fuel. The last paragraph is deleted Section 1-08, Prosecution and Progress June 1, 2017 1-08.1 Subcontracting The eighth and ninth paragraphs are revised to read: On all projects, the Contractor shall certify to the actual amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women's Business Enterprise firms This Certification shall be submitted to the Engineer on a monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. The Contractor shall comply with the requirements of RCW 39.04.250, 39.76.011, 39 76.020, and 39.76.040, in particular regarding prompt payment to Subcontractors Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, the Contractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released Retainage withheld by the Contractor prior to completion of the Subcontractors work is exempt from reporting as a payment withheld and is not included in the withheld amount The Contracting Agency's copy of the notice to Subcontractor for deferred payments shall be submitted to the Engineer concurrently with notification to the Subcontractor. 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage Withheld In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency". The last sentence in item number 11 of the first paragraph is revised to read The Contractor may also require any documentation from the Subcontractor that is required by the subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, and material acceptance certifications to the extent that they relate to the Subcontractor's Work. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 11 Item number 12 of the first paragraph is revised to read 12 If the Contractor fails to comply with the requirements of the Specification and the Subcontractor's retainage or retainage bond is wrongfully withheld, the Contractor will be subject to the actions described in No 7 listed above The Subcontractor may also seek recovery against the Contractor under applicable prompt pay statutes in addition to any other remedies provided for by the subcontract or by law 1-08.5 Time for Completion In item 2c of the last paragraph, "Quarterly Reports" is revised to read "Monthly Reports" Section 1-09, Measurement and Payment April 4, 2016 1-09.6 Force Account The second sentence of item number 4 is revised to read A "specialized service" is a work operation that is not typically done by worker classifications as defined by the Washington State Department of Labor and Industries and by the Davis Bacon Act, and therefore bills by invoice for work in road, bridge and municipal construction Section 1-10, Temporary Traffic Control January 3, 2017 1-10.1(2) Description The first paragraph is revised to read The Contractor shall provide flaggers and all other personnel required for labor for traffic control activities that are not otherwise specified as being furnished by the Contracting Agency. In the third paragraph, "Project Engineer" is revised to read "Engineer" The following new paragraph is inserted after the third paragraph The Contractor shall keep lanes, on -ramps, and off -ramps, open to traffic at all times except when Work requires closures Ramps shall not be closed on consecutive interchanges at the same time, unless approved by the Engineer Lanes and ramps shall be closed for the minimum time required to complete the Work. When paving hot mix asphalt the Contractor may apply water to the pavement to shorten the time required before reopening to traffic 1-10.3(2)C Lane Closure Setup/Takedown The following new paragraph is inserted before the last paragraph. Channellzation devices shall not be moved by traffic control personnel across an open lane of traffic If an existing setup or staging of traffic control devices require crossing an open lane of traffic, the traffic control devices shall be taken down completely and then set up in the new configuration ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 12 Section 2-03, Roadway Excavation and Embankment August 1, 2016 2-03.3(7)C Contractor -Provided Disposal Site The second paragraph is revised to read: The Contractor shall acquire all permits and approvals required for the use of the disposal sites before any waste is hauled off the project. The Contractor shall submit a Type 1 Working Drawing consisting of copies of the permits and approvals for any disposal sites to be used The cost of any such permits and approvals shall be included in the Bid prices for other Work. The third paragraph is deleted. Section 2-06, Subgrade Preparation January 3, 2017 2-06.3(2) Subgrade for Pavement The second sentence in the first paragraph is revised to read. The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of maximum density as determined by the compaction control tests for granular materials. Section 3-04, Acceptance of Aggregate January 3, 2017 3-04.5 Payment In Table 1, the Contingent Unit Price Per Ton value for the item HMA Aggregate is revised to read "$15 00". Section 4-04, Ballast and Crush Surfacing January 3, 2017 4-04.3(5) Shaping and Compaction The first sentence is revised to read: Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of maximum density determined by the requirements of Section 2-03 3(14)D before the next succeeding layer of surfacing or pavement is placed Section 5-04, Hot Mix Asphalt April 3, 2017 This section (and all subsections) is revised to read: This Section 5-04 is written in a style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. 5-04.1 Description This Work consists of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base, in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 13 HMA shall be composed of asphalt binder and mineral materials as required, and may include reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5-04.2 Materials Provide materials as specified in these sections Asphalt Binder 9-02 1(4) Cationic Emulsified Asphalt 9-02 1(6) Anti -Stripping Additive 9-02 4 Warm Mix Asphalt Additive 9-02 5 Aggregates 9-03 8 Reclaimed Asphalt Pavement (RAP) 9-03 8(3)B Reclaimed Asphalt Shingles (RAS) 9-03 8(3)B Mineral Filler 9-03 8(5) Recycled Material 9-03.21 Joint Sealants 9-04 2 Closed Cell Foam Backer Rod 9-04.2(3)A 5-04.2(1) How to Get an HMA Mix Design on the QPL Comply with each of the following Develop the mix design in accordance with WSDOT SOP 732 Develop a mix design that complies with Sections 9-03 8(2) and 9-03 8(6). Develop a mix design no more than 6 months prior to submitting it for QPL evaluation Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042 Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal Include with the mix design submittal a certification from the asphalt binder supplier that the anti -stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04 2(2)B The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1 Table 1 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Acceptance of HMA Mixture (see Section 5- 04.3(9)) Basis for Contracting Agency Approval of Mix Design for Placement on QPL Contracting Agency Materials Testing for Evaluation of the Mix Design Statistical EvaluationQC-8 WSDOT Standard Practice The Contracting Agency will test the mix design materials for compliance with Sections 9-03.8(2) and 9-03.8(6). Visual Evaluation Review of Form 350-042 for compliance with Sections 9-03 8(2) and 9- 03.8(6) The Contracting Agency may elect to test the mix design materials, or evaluate in accordance with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer 5-04.2(1)A Mix Designs Containing RAP and/or RAS Mix designs are classified by the RAP and/or RAS content as shown in Table 2. Table 2 Mix Design Classification Based on RAP/RAS Content RAP/RAS Classification RAP/RAS Content' Low RAP/No RAS 0% <_ RAP% s 20% and RAS% = 0% High RAP/Any RAS 20% < RAP% Maximum Allowable RAP2 and/or 0% < RAS% s Maximum Allowable RAS2 Percentages in this table are by total weight of HMA 2See Table 4 to determine the limits on the maximum amount RAP and/or RAS. 5-04.2(1)A1 Low RAP/No RAS — Mix Design Submittals for Placement on QPL For Low RAP/No RAS mix designs, comply with the following additional requirements. 1. Develop the mix design with or without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 15 3 Submit samples of RAP if used in development of the mix design 4 Testing RAP or RAS stockpiles is not required for obtaining approval for placing these mix designs on the QPL. 5-04.2(1)A2 High RAP/Any RAS - Mix Design Submittals for Placement on QPL For High RAP/Any RAS mix designs, comply with the following additional requirements 1. For mix designs with any RAS, test the RAS stockpile (and RAP stockpile if any RAP is in the mix design) in accordance with Table 3 2 For High RAP mix designs with no RAS, test the RAP stockpile in accordance with Table 3. 3 For mix designs with High RAP/Any RAS, construct a single stockpile for RAP and a single stockpile for RAS and isolate (sequester) these stockpiles from further stockpiling before beginning development of the mix design Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350-042 as part of the mix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS in accordance with AASHTO PP 78 Do not add to these stockpiles after starting the mix design process Table 3 Test Frequency of RAP/RAS During RAP/RAS Stockpile Construction For Approving a High RAP/Any RAS Mix Design for Placement on the QPL Test Frequency' Test for Test Method • 1/1000 tons of RAP (minimum of 10 per mix design) and • 1/100 tons of RAS (minimum of 10 per mix design) Asphalt Binder Content and Sieve Analysis of Fine and Coarse Aggregate FOP for AASHTO T 308 and FOP for WAQTC T 27/T 11 "tons", in this table refers to tons of the reclaimed material before being incorporated into HMA. 4 Limit the amount of RAP and/or RAS used in a High RAP/Any RAS mix design by the amount of binder contributed by the RAP and/or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and/or RAS in HMA Mixture Maximum Amount of Binder Contributed from RAP RAS ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 40%1 minus contribution of binder from RAS 20%2 Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6 Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and/or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade solvent. b Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. c. Test the recovered asphalt residue in accordance with AASHTO R 29 to determine the asphalt binder grade in accordance with Section 9- 02.1(4) d After determining the recovered asphalt binder grade, determine the percent of recycling agent and/or grade of new asphalt binder in accordance with ASTM D 4887. e. Test the final blend of recycling agent, binder recovered from the RAP and RAS, and new asphalt binder in accordance with AASHTO R 29. The final blended binder shall meet but not exceed the performance grade of asphalt binder required by the Contract and comply with the requirements of Section 9-02.1(4). 7 Include the following test data with the mix design submittal: a All test data from RAP and RAS stockpile construction. b. All data from testing the recovered and blended asphalt binder. 8. Include representative samples of the following with the mix design submittal: a. RAP and RAS. b 150 grams of recovered asphalt residue from the RAP and RAS that are to be used in the HMA production ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 17 5-04.2(1)B Commercial HMA - Mix Design Submittal for Placement on QPL For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5- 04 2(1) identify the following in the submittal 1 Commercial HMA 2 Class of HMA 3. Performance grade of binder 4. Equivalent Single Axle Load (ESAL) The Contracting Agency may elect to approve Commercial HMA mix designs without evaluation. 5-04.2(1)C Mix Design Resubmittal for QPL Approval Develop a new mix design and resubmit for approval on the QPL when any of the following changes occur. When these occur, discontinue using the mix design until after it is reapproved on the QPL 1 Change in the source of crude petroleum used in the asphalt binder 2 Changes in the asphalt binder refining process 3. Changes in additives or modifiers in the asphalt binder 4 Changes in the anti -strip additive, brand, type or quantity. 5. Changes to the source of material for aggregate 6 Changes to the job mix formula that exceed the amounts as described in item 2 of Section 9-03 8(7), unless otherwise approved by the Engineer 7. Changes in the percentage of material from a stockpile, when such changes exceed 5% of the total aggregate weight. a For Low RAP/No RAS mix designs developed without RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight not including the weight of RAP b. For Low RAP/No RAS mix designs developed with RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight including the weight of RAP c. For High RAP/Any RAS mix designs, changes in the percentage of material from a stockpile will be based on total aggregate weight including the weight of RAP (and/or RAS when included in the mixture) Prior to making any change in the amount of RAS in an approved mix design, notify the Engineer for determination of whether a new mix design is required, and obtain the Engineer's approval prior to implementing such changes ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5-04.2(2) Mix Design — Obtaining Project Approval Use only mix designs listed on the Qualified' Products List (QPL). Submit WSDOT Form 350- 041 to the Engineer to request approval to use a mix design from the QPL. Changes to the job mix formula (JMF) that have been approved on other contracts may be included The Engineer may reject a request to use a mix design if production of HMA using that mix design on any contract is not in compliance with Section 5-04.3(11)D, E, F, and G for mixture or compaction 5-04.2(2)A Changes to the Job Mix Formula The approved mix design obtained from the QPL will be considered the starting job mix formula (JMF) and shall be used as the initial basis for acceptance of HMA mixture, as detailed in Section 5-04 3(9). During production the Contractor may request to adjust the JMF. Any adjustments to the JMF will require approval of the Engineer and shall be made in accordance with item 2 of Section 9-03.8(7). After approval by the Engineer, such adjusted JMF's shall constitute the basis for acceptance of the HMA mixture 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt (WMA) processes for producing HMA. WMA processes include organic additives, chemical additives, and foaming. The use of WMA is subject to the following: • Do not use WMA processes in the production of High RAP/Any RAS mixtures. • Before using WMA processes, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed WMA process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year, without written concurrence from the Engineer Do not place HMA on any wet surface, or when the average surface temperatures are Tess than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55°F 45°F 0.10 to 0.20 45°F 35°F More than 0.20 35°F 35°F 5-04.3(2) Paving Under Traffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 19 During paving operations, maintain temporary pavement markings throughout the project Install temporary pavement markings on the Roadway prior to opening to traffic Temporary pavement markings shall comply with Section 8-23 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Equip mixing plants as follows 1 Use tanks for storage and preparation of asphalt binder which: • Heat the contents by means that do not allow flame to contact the contents or the tank, such as by steam or electricity • Heat and hold contents at the required temperatures. • Continuously circulate contents to provide uniform temperature and consistency during the operating period • Provide an asphalt binder sampling valve, in either the storage tank or the supply line to the mixer 2. Provide thermometric equipment: • In the asphalt binder feed line near the charging valve at the mixer unit, capable of detecting temperature ranges expected in the HMA and in a location convenient and safe for access by Inspectors • At the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates, and situated in full view of the plant operator 3 When heating asphalt binder: • Do not exceed the maximum temperature of the asphalt binder recommended by the asphalt binder supplier • Avoid local variations in heating. • Provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F 4 Provide a mechanical sampler for sampling mineral materials that: • Meets the crushing or screening requirements of Section 1-05 6 5 Provide HMA sampling equipment that complies with WSDOT T168. Use a mechanical sampling device installed between the discharge of the silo and the truck transport, approved by the Engineer, or Platforms or devices to enable sampling from the truck transport without entering the truck transport for sampling HMA. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6. Provide for setup and operation of the Contracting Agency's field testing: • As required in Section 3-01.2(2). 7 Provide screens or a lump breaker: • When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer 5-04.3(3)B Hauling Equipment Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of canvas or other suitable material of sufficient size to protect the HMA from adverse weather. Securely attach the cover to protect the HMA whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F. Prevent HMA from adhering to the hauling equipment. Spray metal beds with an environmentally benign release agent. Drain excess release agent prior to filling hauling equipment with HMA. Do not use petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA. For hopper trucks, operate the conveyer during the process of applying the release agent. 5-04.3(3)C Pavers Use self-contained, power -propelled pavers provided with an internally heated vibratory screed that is capable of spreading and finishing courses of HMA in lane widths required by the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and any equipment that has been retrofitted to the paver. Operate the screed in accordance with the manufacturer's recommendations and in a manner to produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Provide a copy of the manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed Equip the paver with automatic screed controls and sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. Construct the sensor so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 21 Manual operation of the screed is permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelizations When specified in the Contract, provide reference lines for vertical control Place reference lines on both outer edges of the Traveled Way of each Roadway Horizontal control utilizing the reference line is permitted Automatically control the grade and slope of intermediate lanes by means of reference lines or a mat referencing device and a slope control device When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor Furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes, or for HMA mixture that is accepted by Visual Evaluation At the Contractor's request the Engineer may approve paving without an MTD/V; the Engineer will determine if an equitable adjustment in cost or time is due If a windrow elevator is used, the Engineer may limit the length of the windrow in urban areas or through intersections To be approved for use, an MTV 1 Shall be a self-propelled vehicle, separate from the hauling vehicle or paver 2. Shall not connected to the hauling vehicle or paver 3 May accept HMA directly from the haul vehicle or pick up HMA from a windrow 4 Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine 5 Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture To be approved for use, an MTD 1 Shall be positively connected to the paver ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine 4 Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Operate rollers in accordance with the manufacturer's recommendations When requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's recommendation for the use of any roller planned for use on the project. Do not use rollers that crush aggregate, produce pickup or washboard, unevenly compact the surface, displace the mix, or produce other undesirable results. 5-04.3(4) Preparation of Existing Paved Surfaces Before constructing HMA on an existing paved surface, the entire surface of the pavement shall be clean Entirely remove all fatty asphalt patches, grease drippings, and other deleterious substances from the existing pavement to the satisfaction of the Engineer Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to clean equipment spilled on the pavement before paving proceeds. Fill all holes and small depressions with an appropriate class of HMA. Level and thoroughly compact the surface of the patched area. Apply a uniform coat of asphalt (tack coat) to all paved surfaces on which any course of HMA is to be placed or abutted Apply tack coat to cover the cleaned existing pavement with a thin film of residual asphalt free of streaks and bare spots. Apply a heavy application of tack coat to all joints. For Roadways open to traffic, limit the application of tack coat to surfaces that will be paved during the same working shift. Equip the spreading equipment with a thermometer to indicate the temperature of the tack coat material Do not operate equipment on tacked surfaces until the tack has broken and cured Repair tack coat damaged by the Contractor's operation, prior to placement of the HMA. Unless otherwise approved by the Engineer, use cationic emulsified asphalt CSS -1, CSS -1 h, STE-1, or Performance Graded (PG) asphalt for tack coat. The CSS -1 and CSS -1h may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. Do not allow the tack coat material to exceed the maximum temperature recommended by the asphalt supplier. When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be placed by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 23 lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material Do not overheat pavement Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full Add additional CSS -1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure Top off cracks that were not completely filled with additional sand slurry Do not place the HMA overlay until the slurry has fully cured Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows. 1 Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide Comply with Section 8-02 3(3)B Complete paving within 48 hours of applying the herbicide Use herbicide registered with the Washington State Department of Agriculture for use under pavement Before use, obtain the Engineer's approval of the herbicide and the proposed rate of application Include the following information in the request for approval of the material 1 Brand Name of the Material, 2 Manufacturer, 3 Environmental Protection Agency (EPA) Registration Number, 4. Material Safety Data Sheet, and 5 Proposed Rate of Application. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 24 1 5-04.3(4)C Pavement Repair Excavate pavement repair areas and backfill these with HMA in accordance with the details shown in the Plans and as staked. Conduct the excavation operations in a manner that will protect the pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting Agency Excavate only within one lane at a time unless approved otherwise by the Engineer. Do not excavate more area than can be completely backfilled and compacted during the same shift Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement area to be removed unless the pavement in the pavement repair area is to be removed by a pavement grinder Excavated materials shall be the property of the Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or used in accordance with Sections 2- 02 3(3) or 9-03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5-04.3(4) Place the HMA backfill in lifts not to exceed 0 35 -foot compacted depth. Thoroughly compact each lift by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates, RAP, & RAS Produce aggregate in compliance with Section 3-01. Comply with Section 3-02 for preparing stockpile sites, stockpiling, and removing from stockpile each of the following aggregates, RAP, and RAS. Provide sufficient storage space for each size of aggregate, RAP and RAS Fine aggregate or RAP may be uniformly blended with the RAS as a method of preventing the agglomeration of RAS particles. Remove the aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal segregation when being moved to the HMA plant for processing into the final mixture. Keep different aggregate sizes separated until they have been delivered to the HMA plant. 5-04.3(5)A Stockpiling RAP or RAS for High RAP/Any RAS Mixes Do not place any RAP or RAS into a stockpile which has been sequestered for a High RAP/Any RAS mix design. Do not incorporate any RAP or RAS into a High RAP/Any RAS mixture from any source other than the stockpile which was sequestered for approval of that particular High RAP/Any RAS mix design. RAP that is used in a Low RAP/No RAS mix is not required to come from a sequestered stockpile 5-04.3(6) Mixing The asphalt supplier shall introduce anti -stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 25 Anti -strip is not required for temporary work that will be removed prior to Physical Completion Use asphalt binder of the grade, and from the supplier, in the approved mix design Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and other foreign material Discontinue use of the reclaimed material if the Engineer, in their sole discretion, determines the wire, nails, or other foreign material to be excessive Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have been approved by the Engineer After the required amount of mineral materials, RAP, RAS, new asphalt binder and recycling agent have been introduced into the mixer, mix the HMA until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, RAP and RAS is ensured Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the approved Mix Design Report by more than 25°F, or as approved by the Engineer When a WMA additive is included in the manufacture of HMA, do not heat the WMA additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the WMA additive A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing If the water in the HMA causes any of these problems, reduce the moisture content. During the daily operation, HMA may be temporarily held in approved storage facilities. Do not incorporate HMA into the Work that has been held for more than 24 hours after mixing Provide an easily readable, low bin -level indicator on the storage facility that indicates the amount of material in storage. Waste the HMA in storage when the top level of HMA drops below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Dispose of rejected or waste HMA at no expense to the Contracting Agency 5-04.3(7) Spreading and Finishing Do not exceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer. Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0 35 feet 0 35 feet 3/4 and 1/2 inch 0 30 feet 0 35 feet % inch 0 15 feet 0 15 feet Use HMA pavers complying with Section 5-04 3(3) to distribute the mix. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, place the material produced for each JMF with separate spreading and compacting equipment. Do not intermingle HMA produced from more than one JMF: Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA Sample aggregate for meeting the requirements of Section 3-04 prior to being incorporated into HMA. (The acceptance data generated for the Section 3-04 acceptance analysis will not be commingled with the acceptance data generated for the Section 5-04.3(9) acceptance analysis ) Aggregate acceptance samples shall be taken as described in Section 3-04. Aggregate acceptance testing will be performed by the Contracting Agency. Aggregate contributed from RAP and/or RAS will not be evaluated under Section 3-04 For aggregate that will be used in HMA mixture which will be accepted by Statistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: 1. Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2 Testing for the materials properties of fracture, uncompacted void content, and sand equivalent; 3. Evaluation by the Contracting Agency in accordance with Section 3-04, including price adjustments as described therein. For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5-04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of two methods as determined from the criteria in Table 7. Table 7 Basis of Acceptance for HMA Mixture Visual Evaluation Statistical Evaluation Criteria for Selecting the Evaluation Method • • Commercial HMA placed at any location Any HMA placed in: o sidewalks o road approaches o ditches o slopes o paths o trails o gores o prelevel • All HMA mixture other than that accepted by Visual Evaluation ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 27 Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer Each test section shall be constructed in one continuous operation 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end Each mix design will be evaluated independently for the test section requirements If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9 Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections (For HMA Mixture Accepted by Statistical Evaluation) o temporary pavement' o pavement repair Low RAP/No RAS Is Mixture Test Section Optional or Mandatory? • Other nonstructural applications of HMA as approved by the Waiting period after paving the test section 4 calendar days2 4 calendar days2 Engineer Meet "Results Required to Stop Performing Test Sections" in Table 9 for High RAP/Any RAS Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer Each test section shall be constructed in one continuous operation 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end Each mix design will be evaluated independently for the test section requirements If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9 Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections (For HMA Mixture Accepted by Statistical Evaluation) High RAP/Any RAS Low RAP/No RAS Is Mixture Test Section Optional or Mandatory? Mandatory' At Contractor's Option Waiting period after paving the test section 4 calendar days2 4 calendar days2 What Must Happen to Stop Performing Testtest Sections? Meet "Results Required to Stop Performing Test Sections" in Table 9 for High RAP/Any RAS Provide samples and respond to WSDOT results required by Table 9 for Low RAP/No RAS If a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the same plant, using the same JMF) the test section may be waived if approved by the Engineer 2This is to provide time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results Paving may resume when this is done Table 9 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 28 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Results Required to Stop Performing HMA Mixture Test Sections' (For HMA Mixture Accepted by Statistical Evaluation) Test Property Type of HMA High1RAP/Any RAS Low RAP/No RAS Gradation Minimum PF; of 0 95 based on the criteria in Section 5-04 3(9)B42 None4 Asphalt Binder Minimum PF; of 0.95 based on the criteria in Section 5-04.3(9)B42 None4 Va Minimum PF, of 0.95 based on the criteria in Section 5-04 3(9)B42 None4 . Hamburg Wheel Track Indirect Tensile Strength Meet requirements of Section 9-03 8(2) These tests will not be done as part of Test Section. Aggregates Sand Equivalent Uncompacted Void Content Fracture Nonstatistical Evaluation in accordance with the requirements of Section 3-04 None3 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation (see Table 9a) 2Divide the test section lot into three sublots, approximately equal in size Take one sample from each sublot, and test each sample for the property in the first column 3Take one sample for each test section lot. Test the sample for the properties in the first column 4Divide the test section lot into three sublots, approximately equal in size Take one sample from each sublot, and test each sample for the property in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5-04 3(11)F before resuming paving. 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section The Engineer will evaluate the HMA mixture in each test section for rejection, acceptance, and price adjustments based on the criteria in Table 9a using the data generated from the testing required by Table 9. Each test section shall be considered a separate lot. Table 9a Acceptance Criteria for HMA Mixture Placed in a Test Section (For HMA Mixture Accepted by Statistical Evaluation) Test Property Type of HMA High RAP/Any RAS Low RAP/No RAS Gradation Asphalt Binder Va Statistical Evaluation Statistical Evaluation Hamburg Wheel Track Pass/Fail for the requirements of N/A ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 29 Indirect Tensile Strength Section 9-03 8(2)1 2 Maximum Sublot Size (tons)2 H MA Aggregate Sand Equivalent Uncompacted Void Content Nonstatistical Evaluation in accordance with the requirements of Section 3-04 Nonstatistical Evaluation in accordance with the requirements of Section 3-04 Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04 3(11). 5-04.3(9)B Mixture Acceptance — Statistical Evaluation 5-04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: • The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots • A mixture lot for a test section will consist of three sublots Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated Table 10 Maximum HMA Mixture Sublot Size , For HMA Accepted by Statistical Evaluation HMA Original Plan Quantity (tons)1 2 Maximum Sublot Size (tons)2 20,000 1,000 20,000 to 30,000 1,500 >30,000 2,000 Plan quantity" means the plan quantity of all HMA of the same class and binder grade which is accepted by Statistical Evaluation 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. • For a mixture lot in progress with a mixture CPF less than 0 75, a new mixture lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced See also Section 5-04.3(11)F ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 If, before completing a mixture lot, the Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JMF, and the mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5-04.3(9)62 Mixture Statistical Evaluation — Sampling Comply with Section 1-06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716 The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5-04.3(9)63 Mixture Statistical Evaluation — Acceptance Testing Comply with Section 1-06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot Test Procedure Performed by Va WSDOT SOP 731 Engineer Asphalt Binder Content FOP for AASHTO T 308 Engineer Gradation: Percent Passing 11/2", 1", %" '/z", %", No 4, No. 8, No. 200 FOP for WAQTC T 27/T 11 Engineer The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5-04 3(9)A) shall also be used as the test results for acceptance of the mixture described in 5- 04.3(9)B3, 5-04.3(9)B4, 5-04.3(9)B5, and 5-04.3(9)B6. 5-04.3(9)64 Mixture Statistical Evaluation — Pay Factors Comply with Section 1-06.2(2) The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1-06 2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9-03 8(7). ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 31 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)65 Mixture Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section 1-06 2(2) In accordance with Section 1-06.2(2)04, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5-04 3(9)B4, using the price adjustment factors in Table 12 Unless otherwise specified, the maximum CPF for HMA mixture shall be 1 05 Table 12 HMA Mixture Price Adjustment Factors ' Constituent Factor "f" All aggregate passing 1'/2", 1", %", %" and No.4 sieves '/2", 2 All aggregate passing No 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) 20 5-04.3(9)66 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0 60 x (CPF — 1.00)] x Q x UP Where JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) CPF = Composite Pay factor for a given lot of mixture (maximum is 1.05) Q = Quantity in a given lot of mixture (tons) UP = Unit price of the HMA in a given lot of mixture ($/ton) 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested To request a retest, submit a written request to the Contracting Agency within 7 calendar days after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Engineer The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results The cost of testing will be deducted from any monies due or that ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 may come due the Contractor under the Contract at the rate of $250 per sample. =r...Y 5-04.3(9)C Vacant 5-04.3(9)D Mixture Acceptance — Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture 5-04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5-04.3(9)B3. If all constituents from that test fall within the Job Mix Formula Tolerances (for Visual Evaluation) in Section 9-03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5-04.3(9)B3, and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 13. Table 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors' Section 5-04.3(9)B4 Composite Pay Factors Section 5-04.3(9)B5 Price Adjustments Section 5-04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9-03 8(7) will be used in the calculation of the PF;. 2The maximum CPF shall be 1 00. 5-04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials (SAM) within 24 hours of the sample being made available to the Contracting Agency. However, the Contractor agrees. 1. Quality control, defined as the system used by the Contractor to monitor, assess, and adjust its production processes to ensure that the final HMA ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 33 mixture will meet the specified level of quality, is the sole responsibility of the Contractor. 2 The Contractor has no right to rely on any testing performed by the Contracting Agency, nor does the Contractor have any right to rely on timely notification by the Contracting Agency of the Contracting Agency's test results (or statistical analysis thereof), for any part of quality control and/or for making changes or correction to any aspect of the HMA mixture 3 The Contractor shall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analysis 5-04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5-04 3(10)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 14 Table 14 Criteria for Determining Method of Evaluation for HMA Compaction' Statistical Evaluation of HMA Compaction is Required For: Visual Evaluation of HMA Compaction is Required For: Test Point Evaluation of HMA Compaction is Required For: • Any HMA for which the specified course thickness is greater than 0.10 feet, and the HMA is in o traffic lanes, including but not limited to. • ramp lanes • truck climbing lanes • weaving lanes • speed change lanes • • "HMA for Preleveling . " "HMA for Pavement Repair " • Any HMA not meeting the criteria for Statistical Evaluation or Visual Evaluation This table applies to all HMA, and shall be the sole basis for determining the acceptance method for compaction The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance with the Cyclic Density requirements of Section 5-04 3(10)B 5-04.3(10)A HMA Compaction — General Compaction Requirements Immediately after the HMA has been spread and struck off, and after surface irregularities have been adjusted, thoroughly and uniformly compact the mix. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, and irregularities and shall conform to the line, grade, and cross-section shown in the Plans. If necessary, alter the JMF in accordance with Section 9- 03 8(7) to achieve desired results ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 34 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Compact the mix when it is in the proper condition so that no undue displacement, cracking, or shoving occurs. Compact areas inaccessible to large compaction equipment by mechanical or hand tampers. Remove HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective. Replace the removed,, material with new HMA, and compact it immediately to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31st of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling Unless otherwise approved by the Engineer, operate rollers in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, do not operate a roller in a mode that results in checking or cracking of the mat. On bridge decks and on the five feet of roadway approach immediately adjacent to the end of bridge/back of pavement seat, operate rollers in static mode only 5-04.3(10)6 HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are Tess than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733 A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C HMA Compaction Acceptance — Statistical Evaluation HMA compaction which is accepted by Statistical Evaluation will be based on acceptance testing performed by the Contracting Agency, and statistical analysis of those acceptance tests results. This will result in a Compaction Price Adjustment. 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots HMA compaction which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing the project into compaction lots, and each compaction lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each compaction lot into compaction sublots. All mixture in any individual compaction lot shall be of the same mix design. The compaction sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each compaction lot comprises a maximum of 15 compaction sublots, except for the final compaction lot of each mix design on the Contract, which comprises a maximum of 25 sublots. Each compaction subiot shall be uniform in size as shown in Table 15, except that the last compaction subiot of each day may be increased to a maximum of two times the compaction subiot quantity calculated. Minor variations in the size of any subiot shall not be cause to invalidate the associated test result. Table 15 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 35 HMA Compaction Sublot Size HMA Original Plan Quantity (tons)1 Compaction Sublot Size (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 In determining the plan quant ty tonnage, do not include any tons accepted by test point evaluation The following will cause one compaction lot to end prematurely and a new compaction lot to begin • For a compaction lot in progress with a compaction CPF less than 0 75, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5-04.3(11)F All HMA which is paved on a bridge and accepted for compaction by Statistical Evaluation will compose a bridge compaction lot If the contract includes such HMA on more than one bridge, compaction will be evaluated on each bridge individually, as separate bridge compaction lots. Bridge compaction sublots will be determined by the Engineer subject to the following All sublots on a given bridge will be approximately the same size Sublots will be stratified from the lot. in no case will there be less than 3 sublots in each bridge compaction lot • No sublot will exceed 50 tons. Compaction test locations will be determined by the Engineer in accordance with WSDOT FOP for AASHTO T716. 5-04.3(1 0)C2 HMA Compaction Statistical Evaluation — Acceptance Testing Comply with Section 1-06 2(1). The location of HMA compaction acceptance tests will be randomly selected by the Contracting Agency from within each sublot, with one test per sublot. The Contracting Agency will determine the random sample location using WSDOT Test Method T 716 Use Table 16 to determine compaction acceptance test procedures and to allocate compaction acceptance sampling and testing responsibilities between the Contractor and the Contracting Agency HMA cores shall be taken or nuclear density testing shall occur after completion of the finish rolling, prior to opening to traffic, and on the same day that the mix is placed ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Table 16 HMA Compaction Acceptance Testing Procedures and Responsibilities When Contract Includes Bid Item "HMA Core — Roadway" or "HMA Core — Bridge"4 When Contract Does Not Include Bid Item "HMA Core — Roadway" or "HMA Core — Bridge"4 Basis for Test: Cores Cores3 Nuclear Density Gauge3 In -Place Density Determined by: Contractor shall take cores' using WSDOT SOP 7342 Contracting Agency will determine core density using FOP for AASHTO T 166 Contracting Agency will take cores' using WSDOT SOP 734 Contracting Agency will determine core density using FOP for AASHTO T 166 Contracting Agency, using WSDOT FOP for AASHTO T 355 Theoretical Maximum Density Determined by: Contracting Agency, using FOP for AASHTO T 209 Rolling Average of Theoretical Maximum Densities Determined by: Contracting Agency, using WSDOT SOP 729 Percent Compaction in Each Sublot Determined by: Contracting Agency, using WSDOT SOP 736 Contracting Agency, using WSDOT SOP 736 Contracting Agency, using WSDOT FOP for AASHTO T 355 The core diameter shall be 4 -inches unless otherwise approved by the Engineer 2The Contractor shall take the core samples in the presence of the Engineer, at locations designated by the Engineer, and deliver the core samples to the Contracting Agency 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in-place density Exclusive reliance on cores for density acceptance is generally intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects 4The basis for test of all compaction sublots in a bridge compaction lot shall be cores These cores shall be taken by the Contractor when the Proposal includes the bid item "HMA Cores — Bridge" When there is no bid item for "HMA Cores — Bridge", the Engineer will be responsible for taking HMA cores for all compaction sublots in a bridge compaction lot. In either case, the Engineer will determine core location, in-place density of the core, theoretical maximum density, rolling average of theoretical maximum density, and percent compaction using the procedure called for in this Section ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 37 When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores When cores are required for the correlation, coring and testing will be by the Contracting Agency When a core is taken for gauge correlation at the location of a sublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments For each HMA compaction lot (that is accepted by Statistical Evaluation) which has less than three compaction sublots, for which all compaction sublots attain a minimum of 91 percent compaction determined in accordance with WSDOT FOP for AASHTO T 355 (or WSDOT SOP 736 when provided by the Contract), the HMA will be accepted at the unit Contract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1-06 2(2) to determine the appropriate Compaction Price Adjustment (CPA) All of the test results obtained from the acceptance samples from a given compaction lot shall be evaluated collectively Additional testing by either a nuclear density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For the statistical analysis in Section 1-06 2, use the following values. x = Percent compaction of each sublot USL = 100 LS L= 91 Each CPA will be determined as follows CPA = [0 40 x (CPF — 1.00)] x Q x UP Where CPA= CPF = Q= UP = Compaction Price Adjustment for the compaction lot ($) Composite Pay Factor for the compaction lot (maximum is 1 05) Quantity in the compaction lot (tons) Unit price of the HMA in the compaction lot ($/ton) 5-04.3(10)C4 HMA Statistical Compaction — Requests for Retesting For a compaction sublot that has been tested with a nuclear density gauge that did not meet the minimum of 91 percent of the theoretical maximum density in a compaction lot with a CPF below 1 00 and thus subject to a price reduction or rejection, the Contractor may request that a core, taken at the same location as the nuclear density test, be used for determination of the relative density of the compaction sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the compaction sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the compaction sublot have been provided or made available to the Contractor Traffic control shall be provided by the Contractor as requested by ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 38 the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the.,_request for retesting. When the CPF for the compaction lot based on the results of the cores is Tess than 1.00, the Contracting Agency will deduct the cost for the coring from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control 5-04.3(10)D HMA Compaction — Visual Evaluation Visual Evaluation will be the basis of acceptance for compaction of the Bid items "HMA for Pavement Repair Cl. PG "and "HMA for Prelevelling Class_ PG" This HMA shall be thoroughly compacted to the satisfaction of the Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller 5-04.3(10)E HMA Compaction — Test Point Evaluation When compaction acceptance is by Test Point Evaluation, compact HMA based on a test point evaluation of the compaction train. Perform the test point evaluation in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. 5-04.3(10)F HMA Compaction Acceptance — Notification of Acceptance Test Results The obligations and responsibilities for notifying the Contractor of compaction acceptance test results are the same as for mixture acceptance test results. See Section 5-04 3(9)E. 5-04.3(11) Reject Work This Section applies to HMA and all requirements related to HMA (except aggregates prior to being incorporated into HMA). For rejection of aggregate prior to its incorporation into HMA refer to Section 3-04. 5-04.3(11)A Reject Work — General Work that is defective or does not conform to Contract requirements shall be rejected The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer 5-04.3(11)B Rejection by Contractor The Contractor may, prior to acceptance sampling and testing, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests the rejected material to be tested. If the Contractor requests testing, acceptance will be by Statistical Evaluation, and a minimum of three samples will be obtained and tested. When uncompacted material is required for testing but not available, the Engineer will determine random sample locations ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 39 on the roadway in accordance with WSDOT Test Method T 716, take cores in accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT SOP 737 If the CPF for the rejected material is less than 0 75, no payment will be made for the rejected material, in addition, the cost of sampling and testing shall be borne by the Contractor If the CPF is greater than or equal to 0 75, the cost of sampling and testing will be borne by the Contracting Agency If the material is rejected before placement and the CPF is greater than or equal to 0 75, compensation for the rejected material will be at a CPF of 0.75 If rejection occurs after placement and the CPF is greater than or equal to 0 75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal 5-04.3(11)D Rejection — A Partial Sublot (Mixture or Compaction) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a mixture or compaction sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location The Contracting Agency will obtain a minimum of three random samples of the suspect material and perform the testing When uncompacted material is required for testing but is not available, the Engineer will select random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores samples in accordance with WSDOT SOP 734, and test the material in accordance with WSDOT SOP 737 The material will then be statistically evaluated as an independent lot in accordance with Section 1- 06 2(2) 5-04.3(11)E Rejection — An Entire Sublot (Mixture or Compaction) An entire mixture or compaction sublot that is suspected of being defective may be rejected. When this occurs, a minimum of two additional random samples from this sublot will be obtained When uncompacted material is required for the additional samples but the material has been compacted, the Contracting Agency will take and test cores from the roadway as described in Section 5-04 3(11)D The additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2) 5-04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced when 1 the Composite Pay Factor (CPF) of a mixture or compaction lot in progress drops below 1 00 and the Contractor is taking no corrective action, or 2 the Pay Factor (PF;) for any constituent of a mixture or compaction lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. either the PF, for any constituent (or the CPF) of a mixture or compaction lot in progress is less than 0 75 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 40 5-04.3(11)G Rejection — An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than:0.75 will be rejected 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints Conduct operations such that placement of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed, but the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course is discontinued for such a length of time that the HMA will cool below compaction temperature. When the Work is resumed, cut back the previously compacted HMA to produce a slightly beveled edge for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1V where a transverse joint as a result of paving or planing is open to traffic. Separate the HMA in the temporary wedge from the permanent HMA upon which it is placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5-04.3(12)A2 Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a lane line or an edge line of the Traveled Way. Construct a notched wedge joint along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size nor more than 1/2 of the compacted lift thickness, and then taper down on a slope not steeper than 4H:1V. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if. 1. The ramp must remain open to traffic, or 2 The ramp is closed to traffic and a hot -lap joint is constructed a Two paving machines shall be used to construct the hot -lap joint. b. The pavement within 6 inches of the hot -lap joint will not be excluded from random location selection for compaction testing. c Construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, construct longitudinal joints between the HMA and the cement concrete pavement. Saw ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 41 the joint to the dimensions shown on Standard Plan A-40 10 and fill with joint sealant meeting the requirements of Section 9-04 2 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)61 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint sealsto be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the HMA overlay Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application !procedure Construct the bridge paving joint seal as specified in the Plans and in accordance with the detail shown in the Standard Plans Construct the sawcut in accordance with Section 5-05 3(8) Apply the sealant in accordance with Section 5-05 3(8)B and the manufacturer's application procedure 5-04.3(12)62 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in' Section 5-04.3(12)B1 and the following requirement 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01 3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds The completed surface of the wearing course shall not vary more than '/a inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans When deviations in excess of the above tolerances are found that result from a high place in the HMA, correct the pavement surface by one of the following methods 1 Remove material from high places by grinding with an approved grinding machine, or 2 Remove and replace the wearing course of HMA, or 3. By other method approved by the Engineer Correct defects until there are no deviations anywhere greater than the allowable tolerances Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 42 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When portland cement concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan grade minus the specified Plan depth of portland cement concrete pavement Prior to placing the portland cement concrete pavement, bring any such irregularities to the required tolerance by grinding or other means approved by the Engineer When utility appurtenances such as manhole covers and valve boxes are located in the Traveled Way, pave the Roadway before the utility appurtenances are adjusted to the finished grade. 5-04.3(14) Planing Bituminous Pavement Plane in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the limits shown in the Plans or designated by the Engineer that is damaged by the Contractor's operations shall be repaired to the satisfaction of the Engineer at no additional cost to the Contracting Agency. For mainline planing operations, use equipment with automatic controls and with sensors for either or both sides of the equipment. The controls shall be capable of sensing the grade from an outside reference line, or a mat -referencing device. The automatic controls shall have a transverse slope controller capable of maintaining the mandrel at the desired transverse slope (expressed as a percentage) within plus or minus 0.1 percent. Remove all loose debris from the planed surface before opening the planed surface to traffic. The planings and other debris resulting from the planing operation shall become the property of the Contractor and be disposed of in accordance with Section 2- 03.3(7)C, or as otherwise allowed by the Contract 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the Plans. Construct the fog seal in accordance with Section 5-02 3 Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches Construct HMA approaches at the locations shown in the Plans or where staked by the Engineer, in accordance with Section 5-04. 5-04.4 Measurement HMA CI _ PG , HMA for _ CI _ PG _, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the HMA If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Crack Sealing -LF will be measured by the linear foot along the line of the crack. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 43 Soil residual herbicide will be, measured by the mile for the stated width to the nearest 0 01 mile or by the square yard, whichever is designated in the Proposal Pavement repair excavation 'will be measured by the square yard of surface marked prior to excavation Asphalt for fog seal will be measured by the ton, as provided in Section 5-02 4 Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot along the line and slope of the completed joint seal Planing bituminous pavement(will be measured by the square yard Temporary pavement marking will be measured by the linear foot as provided in Section 8-23 4 Water will be measured by the M gallon as provided in Section 2-07 4 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA CI PG ", per ton "HMA for Approach CI PG ", per ton "HMA for Preleveling Cl. PG ", per ton "HMA for Pavement Repair CI PG ", per ton "Commercial HMA", per ton The unit Contract price per ton for "HMA CI PG ", "HMA for Approach Cl. PG ", "HMA for Preleveling CI PG ", "HMA for Pavement Repair Cl. PG ", and "Commercial HMA" shall be full compensation for all costs, including anti -stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. "Crack Sealing -FA", by force account. "Crack Sealing -FA" will be paid for by force account as specified in Section 1-09 6 For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. "Crack Sealing -LF", per linear foot. The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all costs incurred to perform the Work described in Section 5-04 3(4)A. "Soil Residual Herbicide ft. Wide", per mile, or "Soil Residual Herbicide per square yard The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04 3(4)B "Pavement Repair Excavation Incl Haul", per square yard The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)C with ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 44 the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. PG ", per ton "Asphalt for Fog Seal", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. "Longitudinal Joint Seal", per linear foot The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5-04.3(12)B. "HMA Sawcut And Seal", per linear foot. The unit Contract price per linear foot for "HMA Sawcut And Seal" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(12)B1 "Paved Panel Joint Seal", per linear foot. The unit Contract price per linear foot for "Paved Panel Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5-04 3(12)B2 "Planing Bituminous Pavement", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23 5. "Water", per M gallon. Payment for "Water" is described in Section 2-07 5. "Job Mix Compliance Price Adjustment", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.3(9)B6 and 5-04 3(9)D1. "Compaction Price Adjustment", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)C3. "HMA Core — Bridge", per each The unit Contract price per each for "HMA Core — Bridge" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is on a bridge deck. "HMA Core — Roadway", per each. The unit Contract price per each for "HMA Core — Roadway" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is not on a bridge deck. "Cyclic Density Price Adjustment", by calculation. "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)B ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 45 Section 6-02, Concrete Structures April 3, 2017 6-02.3(2) Proportioning Materials In the sixth paragraph, the reference to "Section 9-01 2(4)" is revised to read "9-01 2(1)B" 6-02.3(2)A Contractor Mix Design The following new sentence is inserted after the first sentence of the third paragraph The mix design submittal shall also include test results no older than one year showing that the Aggregates do not contain Deleterious Substances in accordance with Section 9-03 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D The following new sentence is inserted after the second sentence of the last paragraph Mix designs using shrinkage reducing admixture shall state the specific quantity required. The following new sentence is inserted before the last sentence of the last paragraph Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount specified in the mix design submittal. 6-02.3(2)B Commercial Concrete The last sentence of the first paragraph is revised to read: Commercial concrete does not require mix design or source approvals for cement, aggregate, and other admixtures 6-02.3(6)A1 Hot Weather Protection This section is revised to read The Contractor shall provide concrete within the specified temperature limits Cooling of the coarse aggregate piles by sprinkling with water is permitted provided the moisture content is monitored and the mixing water is adjusted for the free water in the aggregate Shading or cooling aggregate piles (sprinkling of fine aggregate piles with water is not allowed) If sprinkling of the coarse aggregates is to be used, the piles moisture content shall be monitored and the mixing water adjusted for the free water in the aggregate In addition, when removing the coarse aggregate, it shall be removed from at least 1 foot above the bottom of the pile Refrigerating mixing water; or replacing all or part of the mixing water with crushed ice, provided the ice is completely melted by placing time If air temperature exceeds 90°F, the Contractor shall use water spray or other accepted methods to cool all concrete -contact surfaces to less than 90°F. These surfaces include forms, reinforcing steel, steel beam flanges, and any others that touch the mix. 6-02.3(6)A2 Cold Weather Protection This section is revised to read Concrete shall be maintained at or above a temperature of 40°F during the first seven days of the Cold Weather Protection Period and at or above a temperature of 35°F during the remainder of the Cold Weather Protection Period Cold weather protection requirements do not apply to concrete in shafts and piles placed below the ground line. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 46 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Prior to placing concrete in cold weather, the Contractor shall submit a Type 2 Working Drawing with a written procedure for cold weather concreting. The procedure shall detail how the Contractor will adequately cure the concrete and prevent the concrete temperature from falling below the minimum temperature Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Concrete placement will only be allowed if the Contractor's cold weather protection plan has been accepted by the Engineer Prior to concrete placement, the Contractor shall review the 7 -day temperature predictions for the job site from the Western Region Headquarters of the National Weather Service (www.wrh.noaa.gov). When temperatures below 35°F are predicted, the Contractor shall. 1. Install temperature data loggers in each concrete pour One data logger shall be installed for every 100 yards of concrete placed Data loggers shall be installed at locations directed by the Engineer, and shall be placed 1.5 inches from the face of concrete. 2. Immediately after concrete placement, temperature data loggers shall be installed on the concrete surface at locations directed by the Engineer. One data logger shall be installed for every 100 yards of concrete placed. The data loggers shall be operated continuously during the Cold Weather Protection Period. Temperatures shall be measured, recorded and stored a minimum of every 30 minutes. Temperature data shall be submitted to the Engineer as a Type 1 Working Drawing within three days following the end of the Cold Weather Protection Period For each day that the concrete temperature falls below 40°F during the first seven days of the Cold Weather Protection Period, no curing time is awarded for that day and the Cold Weather Protection Period is extended for one additional day. If the concrete temperature falls below 35°F during Cold Weather Protection Period, the concrete may be rejected by the Engineer. 6-02.3(7) Concrete Exposed to Sea Water This section including title is revised to read: 6-02.3(7) Vacant 6-02.3(8) Concrete Exposed to Alkaline Soils or Water This section including title is revised to read 6-02.3(8) Vacant 6-02.3(17)K Concrete Forms on Steel Spans In the last paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 6-02.3(17)N Removal of Falsework and Forms The fifth paragraph is deleted. 6-02.3(25) Prestressed Concrete Girders Under the heading "Prestressed Concrete Slab Girder", the second sentence is deleted 6-02.3(25)A Shop Drawings The sixth paragraph is deleted. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 47 6-02.3(25)F Prestress Release The last two sentences of the last paragraph are deleted and replaced with the following single sentence 1 1 This request shall be submitted as a Type 2E Working Drawing analyzing changes in vertical 1 deflection, girder lateral stability and concrete stresses in accordance with Section 6-02.3(25)L2 6-02.3(25)H Finishing Item number 2 in the first paragraph is revised to read - 2 The bottoms, sides, and tops of the lower flanges on all girders, including the top of the bottom slab between the tub girder webs 6-02.3(25)1 Fabrication Tolerances Items 4 and 5 in the first paragraph are revised to read 4 Flange Depth ± 1/4 inch 5 Strand Position Individual strands: ±'/4 inch Bundled strands ± 1/2 inch Harped strand group center of gravity at the girder ends ± 1 inch Items 7, 8 and 9 in the first paragraph are revised to read. 7 Position of an Interior Void, vertically and horizontally ± 1/2 inch 8 Bearing Recess (center of recess to girder end) ± % inch. 9 Girder Ends (deviation from square or designated skew). Horizontal. ±1/8 inch per foot of girder width, up to a maximum of ± 1/2 inch Vertical ± 3/16 inch per foot of girder depth, up to a maximum of ± 11/2 inch Items 14 and 15 in the first paragraph are revised to read: 14 Local smoothness of any surface ± 1/4 inch in 10 feet 15 Differential Camber between Girders in a Span (measured in place at the fob site) For wide flange deck and deck bulb tee girders with a cast -in-place reinforced concrete deck. Cambers shall be equalized when the differences in cambers between adjacent girders exceeds ± % inch For wide flange deck, deck bulb tee and slab girders without a cast -in- place reinforced concrete deck Cambers shall be equalized when the differences in cambers between adjacent girders exceeds ± 1/4 inch Item 17 in the first paragraph is revised to read ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 48 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17 Position of Lifting Embedments. ± 3 inches longitudinal, ± 1/4 inch transverse. 6-02.3(25)J Horizontal Alignment This section is revised to read: The Contractor shall check and record the horizontal alignment (sweep) of each girder at the following times: 1. Initial — Upon removal of the girder from the casting bed 2. Shipment — Within 14 days prior to shipment; and 3. Erection — After girder erection and cutting temporary top strands but prior to any equalization, welding ties or placement of diaphragms Horizontal alignment of the top and bottom flanges shall be checked and recorded. Alternatively, the Contractor may check and record the horizontal alignment of the web near mid -height of the girder Each check shall be made by measuring the maximum offset at mid -span relative to a chord that starts and stops at the girder ends. The Contractor shall check and record the alignment at a time when the girder is not influenced by temporary differences in surface temperature Records for the initial check (item 1 above) shall be included in the Contractor's prestressed concrete certificate of compliance Records for all other checks shall be submitted as a Type 1 Working Drawing. For each check (Items 1 to 3 above), the alignment shall not be offset more than 1/8 inch for each 10 feet of girder length Girders not meeting this tolerance for the shipment check (Item 2 above) shall require an analysis of girder lateral stability and stresses in accordance with Section 6- 02.3(25)L1 The Contractor shall perform this analysis and submit it as a Type 2E Working Drawing prior to shipment of the girder. Any girder that exceeds an offset of 1/8 inch for each 10 feet of girder length for the erection check (Item 3 above) shall be corrected at the job site to the 1/8 inch maximum offset per 10 feet of girder length before concrete is placed into the diaphragms. The Contractor shall submit a Type 2 Working Drawing for any required corrective action. The maximum distance between the side of a prestressed concrete slab girder, or the edge of the top flange of a wide flange deck, wide flange thin deck or deck bulb tee girder, and a chord that extends the full length of the girder shall be ±1/2 inch after erection (Item 3 above). 6-02.3(25)K Vertical Deflection Items 2 and 3 in the first paragraph are revised to read 2 Shipment — Within 14 days prior to shipment; 3. Erection — After girder erection and cutting temporary top strands but prior to any equalization, welding ties or placement of diaphragms. The following new paragraph is inserted after the second paragraph: Girders with vertical deflections not meeting the limit shown in the Plans for the shipment check (Item 2 above) shall require an analysis of girder lateral stability and stresses in accordance with Section 6-02 3(25)L1 The Contractor shall perform this analysis and submit it as a Type 2E Working Drawing prior to shipment. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 49 The following new sentence is inserted after the second sentence of the fourth to last paragraph. Any diaphragms are assumed to be placed The last three paragraphs are deleted and replaced with the following If the girder vertical deflection measured for the erection check (Item 3 above) is not between the lower "D" dimension bound shown in the Plans and the upper "D" dimension bound shown in the Plans plus 3/4 inches, the Engineer may require corrective action The Contractor shall submit a Type 2 Working Drawing for any required corrective action. 6-O2.3(25)L Handling and Storage The second paragraph is revised to read For strand lift loops, only '/2 -inch diameter or 0.6 -inch diameter strand conforming to Section 9- 07.10 shall be used, and a minimum 2 -inch diameter straight pin of a shackle shall be used through the loops. Multiple loops shall be held level in the girder during casting in a manner that allows each loop to carry its share of the load during lifting. The minimum distance from the end of the girder to the centroid of the strand lift loops shall be 3 feet. The loops for all prestressed concrete girders, with the exception of prestressed concrete slab girders, shall project a minimum of 1'-6" from the top of the girder. The loops for prestressed concrete slab girders shall project a minimum of 4 inches. Loops shall extend to within 3 inches clear of the bottom of the girder, terminating with a 9 -inch long 90 -degree hook Loads on individual loops shall be limited to 12 kips, and all girders shall be picked up at a minimum angle of 60 degrees from the top of the girder. The third sentence of the fourth paragraph is revised to read Alternatively, these temporary strands may be post -tensioned provided the strands are stressed on the same day that the permanent prestress is released into the girder and the strands are tensioned prior to lifting the girder The second to last sentence of the fourth paragraph is revised to read When the post -tensioned alternative is used, the Contractor shall be responsible for properly sizing the anchorage plates, and configuring the reinforcement adjacent to the anchorage plates, to prevent bursting or splitting of the concrete in the top flange. The second to last pargraph is deleted This section is supplemented with the following new subsections 6-O2.3(25)L1 Girder Lateral Stability and Stresses The Contractor shall be responsible for safely lifting, storing, shipping and erecting prestressed concrete girders. The Contract documents may provide shipping and handling details for girders including lifting embedment locations (L), shipping support locations (L1 and L2), minimum shipping support rotational spring constants (K0), minimum shipping support center -to -center wheel spacings (WO, vertical deflections and number of temporary top strands These shipping and handling details have been determined in accordance with Section 6-O2.3(25)L2 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 50 The Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses during lifting, storage, shipping and erection in accordance with Section 6- 02.3(25)L2 in the following cases: 1 Any of the analysis assumptions listed in Section 6-02.3(25)L2 are invalid Determination of validity shall be made by the Contractor, except that analysis assumptions shall be considered invalid if the actual values are outside of the provided tolerances 2 The Contractor intends to alter the shipping and handling details provided in the Contract documents 3 The Contract documents do not provide shipping and handling details 6-02.3(25)L2 Lateral Stability and Stress Analysis Analysis for girder lateral stability and concrete stresses during lifting, storage, shipping and erection shall be in accordance with the PCI Recommended Practice for Lateral Stability of Precast, Prestressed Concrete Bridge Girders, First Edition, Publication CB -02-16-E and the AASHTO LRFD Bridge Design Specifications edition identified in the Contract documents. The following design criteria shall be met: 1. Factor of Safety against cracking shall be at least 1.0 2. Factor of Safety against failure shall be at least 1 5 3 Factor of Safety against rollover shall be at least 1.5 4. Allowable concrete stresses shall be as specified in Section 6-02.3(25)L3 The analysis shall address any effects on girder vertical deflection (camber), "A" dimensions at centerline of bearings and deck screed cambers (C). Shipping and handling details provided in the Contract documents have been determined using the following analysis assumptions: 1 Girder dimensions, strand locations and lifting embedment locations are within the tolerances specified in Section 6-02 3(25)1 2 Girder horizontal alignment (sweep) is within the tolerance specified in Section 6- 02.3(25)J 3. Girder vertical deflection (camber) at midspan is less than or equal to the value shown in the Plans for shipping 4. Minimum concrete compressive strength at release (VG) has been reached before initial lifting from casting bed Minimum concrete compressive strength at 28 days (f',) has been reached before shipping. 5 Height of girder bottom above roadway at shipping supports is less than or equal to 72 inches 6. Height of shipping support roll center above roadway is 24 inches, ± 2 inches ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 51 7 Shipping support longitudinal placement (L1 and L2) tolerance is ± 6 inches 8 Shipping support lateral placement tolerance is ±1 inches 9. Shipping supports provide the minimum shipping support rotational spring constant (Ke) and minimum shipping support center -to -center wheel spacings (W„) shown in the Plans 10 For shipping at highway speeds a ± 20% dynamic Toad allowance (impact) is Included with a typical roadway superelevation of 2% 11 For turning at slow speeds, no dynamic load allowance (impact) is included with a maximum roadway superelevation of 6% 12 Wind, centrifugal and seismic forces are not considered 6-02.3(25)L3 Allowable Stresses Prestressed concrete girder stresses shall be limited to the following values at all stages of construction and in service. Condition Stress Location Allowable Stress (ksi) Temporary Stress at Transfer and Lifting from Casting Bed Tensile In areas without bonded reinforcement sufficient to resist the tensile force In the concrete 0.09481.1Eii<_ 0.2 In areas with bonded reinforcement sufficient to resist the tensile force In the concrete 0.240 n_ _= Compressive All locations 0.65❑-_ Temporary Stress at Shipping and Erection Tensile In areas without bonded reinforcement sufficient to resist the tensile force in the concrete 0.0948=�❑_ <_ 0.2 In areas with bonded reinforcement sufficient to resist the tensile force in the concrete 019i —_ In areas with bonded reinforcement sufficient to resist the tensile force in the concrete when shipping at 6% superelevation, without impact 0.24❑ J ;- Compressive All locations 0.65D:' Final Stresses at Service Load Tensile Precompressed tensile zone 0.0 Compressive Effective prestress and permanent loads 0.451_ ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Variables are as defined in the AASHTO LRFD Bridge Design Specifications. 6-02.3(25)M Shipping The last four paragraphs are deleted and replaced with the following: Girder lateral stability and stresses during shipping shall be in accordance with Section 6- 02.3(25)L1. If the Contractor elects to assemble spliced prestressed concrete girders into shipping configurations not shown in the Contract documents, the Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses in accordance with Section 6-02 3(25)L2 before shipping. ' 6-02.3(25)N Prestressed Concrete Girder Erection The second sentence of the first paragraph is revised to read: 1 1 1 1 1 1 1 1 1 1 1 The erection plan shall conform to Section 6-02.3(25)L1 The last paragraph is revised to read: Stop plates and dowel bars for prestressed concrete girders shall be set with either epoxy grout conforming to Section 9-26.3 or type IV epoxy bonding agent conforming to Section 9-26 1. 6-02.3(25)0 Girder to Girder Connections The second paragraph is revised to read Prestressed concrete girders shall be constructed in the following sequence: 1 If required, deflections shall be equalized in accordance with the Contractor's equalization plan. 2. Any intermediate diaphragms shall be placed and any weld ties shall be welded in accordance with Section 6-03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. 3. Any keyways between adjacent girders shown in the Plans to receive grout shall be filled flush with the surrounding surfaces using a grout conforming to Section 9-20.3(2). 4 Equalization equipment shall not be removed and other construction equipment shall not be placed on the structure until intermediate diaphragms and keyway grout have attained a minimum compressive strength of 2,500 psi. 6-02.3(26)D2 Test Block Dimensions The first sentence is revised to read. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 53 Effective prestress, permanent loads and transient (live) loads 0.600'n Final Compressive Fatigue I Load Stresses at Combination plus one-half Fatigue Load effective prestress and permanent loads 0.400; Variables are as defined in the AASHTO LRFD Bridge Design Specifications. 6-02.3(25)M Shipping The last four paragraphs are deleted and replaced with the following: Girder lateral stability and stresses during shipping shall be in accordance with Section 6- 02.3(25)L1. If the Contractor elects to assemble spliced prestressed concrete girders into shipping configurations not shown in the Contract documents, the Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses in accordance with Section 6-02 3(25)L2 before shipping. ' 6-02.3(25)N Prestressed Concrete Girder Erection The second sentence of the first paragraph is revised to read: 1 1 1 1 1 1 1 1 1 1 1 The erection plan shall conform to Section 6-02.3(25)L1 The last paragraph is revised to read: Stop plates and dowel bars for prestressed concrete girders shall be set with either epoxy grout conforming to Section 9-26.3 or type IV epoxy bonding agent conforming to Section 9-26 1. 6-02.3(25)0 Girder to Girder Connections The second paragraph is revised to read Prestressed concrete girders shall be constructed in the following sequence: 1 If required, deflections shall be equalized in accordance with the Contractor's equalization plan. 2. Any intermediate diaphragms shall be placed and any weld ties shall be welded in accordance with Section 6-03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. 3. Any keyways between adjacent girders shown in the Plans to receive grout shall be filled flush with the surrounding surfaces using a grout conforming to Section 9-20.3(2). 4 Equalization equipment shall not be removed and other construction equipment shall not be placed on the structure until intermediate diaphragms and keyway grout have attained a minimum compressive strength of 2,500 psi. 6-02.3(26)D2 Test Block Dimensions The first sentence is revised to read. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 53 The dimensions of the test .block perpendicular to the tendon in each direction shall be the smaller of twice the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project -specific application and circumstances. 6-02.3(26)E2 Ducts for ExternallExposed Installation In the first paragraph, "ASTM D3350" is revised to read "ASTM D3035" In the fourth paragraph, "ASTM D3505" is revised to read "ASTM D3035" 6-02.3(26)G Tensioning Item number 1 of the second paragraph is revised to read 1 All concrete has reached a compressive strength of at least 4,000 psi or the strength specified in the Plans When tensioning takes place prior to 28 -day compressive strength testing on concrete sampled in accordance with Section 6-02 3(25)H, compressive strength shall be verified on field cured cylinders in accordance with the FOP forAASHTO T23. 6-02.3(27)A Use of Self -Consolidating Concrete for Precast Units Item number 2 of the first paragraph is revised to read. 2 Precast reinforced concrete three -sided structures, box culverts and split box culverts in accordance with Section 7-02 3(6) Section 8-01, Erosion Control and Water Pollution Control August 1, 2016 8-01.2 Materials This section is supplemented with the following new paragraph. Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01 8-01.3(7) Stabilized Construction Entrance The last sentence of the first paragraph is revised to read - Material used for stabilized construction entrance shall be free of extraneous matenals that may cause or contribute to track out. 8-01.3(8) Street Cleaning This section is revised to read. Self-propelled street sweepers shall be used to remove and collect sediment and other debris from the Roadway, whenever required by the Engineer. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State Street sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Material collected by the street sweeper shall be disposed of in accordance with Section 2- 111 03.3(7)C Street washing with water will require the concurrence of the Engineer ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 54 1 t Section 8-09, Raised Pavement Markers January 3, 2017 8-09.5 Payment In the last paragraph, "flaggers and spotters" is revised to read "flaggers" Section 8-22, Pavement Marking January 4, 2016 8-22.4 Measurement The first two sentences of the fourth paragraph are revised to read: The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", "Painted Stop Line", "Plastic Stop Line", "Painted Wide Dotted Entry Line", or "Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or profiled plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, wide dotted lane line or wide dotted entry line. 8-22.5 Payment The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", per linear foot: "Painted Wide Dotted Entry Line", per linear foot. "Plastic Wide Dotted Entry Line", per linear foot. Section 9-01, Portland Cement January 3, 2017 This section's title is revised to read: Cement 9-01.1 Types of Cement This section is revised to read: Cement shall be classified as portland cement, blended hydraulic cement, or rapid hardening hydraulic cement. 9-01.2(2) Vacant This section, including title, is revised to read 9-01.2(2) Rapid Hardening Hydraulic Cement Rapid hardening hydraulic cement shall meet the requirements of ASTM C 1600 9-01.2(3) Low Alkali Cement This section is renumbered as follows: 9-01.2(1)A Low Alkali Cement ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 55 9-01.2(4) Blended Hydraulic Cement This section is renumbered as follows: 9-01.2(1)B Blended Hydraulic Cement In the first paragraph, the last two sentences of item number 3 are revised to read Separate testing of each source of fly ash at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9 3 of the test procedure Expansion at 180 days shall be 0 10 percent or less In the first paragraph, the last two sentences of item number 4 are revised to read: Separate testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9 3 of the test procedure Expansion at 180 days shall be 0 10 percent or less. In the first paragraph, the last two sentences of item number 5 are revised to read - Separate testing of each source of fly ash or slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9 3 of the test procedure Expansion at 180 days shall be 0 10 percent or less 9-01.3 Tests and Acceptance The second paragraph is revised to read Cement producers/suppliers that certify portland cement or blended hydraulic cement shall participate in the Cement Acceptance Program as described in WSDOT Standard Practice QC 1 Rapid hardening hydraulic cement producers/suppliers are not required to participate in WSDOT Standard Practice QC 1 Section 9-03, Aggregates January 3, 2017 9-03.1(1) General Requirements In this section, each reference to "Section 9-01.2(3)" is revised to read "Section 9-01 2(1)A" This first paragraph is supplemented with the following Reclaimed aggregate may be used if it complies with the specifications for Portland Cement Concrete Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing away the cementitious materials 9-03.1(2) Fine Aggregate for Portland Cement Concrete This section is revised to read Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating Fine aggregate shall be washed thoroughly to meet the specifications 9-03.1(2)A Deleterious Substances This section is revised to read ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 56 1 The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 6 and not exceed the following values. Material finer than No. 200 Sieve Clay lumps and friable particles Coal and lignite Particles of specific gravity less than 2.00 2.5 percent by weight 3.0 percent by weight 0 25 percent by weight 1 0 percent by weight. Organic impurities shall be tested in accordance with AASHTO T 21 by the glass color standard procedure and results darker than organic plate no 3 shall be rejected. A darker color results from AASHTO T 21 may be used provided that when tested for the effect of organic impurities on strength of mortar, the relative strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 percent. 9-03.1(4) Coarse Aggregate for Portland Cement Concrete This section is revised to read: Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to meet the specifications. 9-03.1(4)A Deleterious This section, including title, is revised to read: 9-03.1(4)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 80 and not exceed the following values: Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 1 01 percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight 3 0 percent by weight 1If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5 9-03.1(4)C Grading The following new sentence is inserted at the beginning of the last pargraph: Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two separate sizes 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read As an alternative to using the fine aggregate sieve grading requirements in Section 9-03.1(2)B, and coarse aggregate sieve grading requirements in Section 9-03 1(4)C, a combined aggregate gradation conforming to the requirements of Section 9-03 1(5)A may be used ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 57 9-03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregates 3/8 inch or larger shall not exceed the values specified i'n Section 9-03 1(4)A and for aggregates smaller than 3/8 inch they shall not exceed the values specified in Section 9-03 1(2)A. 9-03.1(5)B Grading The first paragraph is deleted 9-03.8(2) HMA Test Requirements In the table in item number 3, the heading "Statistical and Nonstatistical" is revised to read "Statistical" 9-03.8(7) HMA Tolerances and Adjustments In the table in item number 1, the column titled "Nonstatistical Evaluation" is deleted. In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual Evaluation" 9-03.11(1) Streambed Sediment The following three new sentences are inserted after the first sentence of the first paragraph Alternate gradations may be used if proposed by the Contractor and accepted by the Engineer The Contractor shall submit ' a Type 2 Working Drawing consisting of 0 45 power maximum density curve of the proposed gradation The alternate gradation shall closely follow the maximum density line and have Nominal Aggregate Size of no less than 11/2 inches or no greater than 3 inches 9-03.12(4) Gravel Backfill for Drains The following new sentence is inserted at the beginning of the second paragraph. As an alternative, AASHTO grading No 57 may be used in accordance with Section 9-03 1(4)C 9-03.12(5) Gravel Backfill for Drywelis The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9-03.1(4)C 9-03.21(1)B Concrete Rubble This section, including title, is revised to read: 9-03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) or 9-03 1(5) In addition to the requirements of Section 9-03 1(4) or 9-03.1(5), recycled concrete shall. Contain an aggregated weight of less than 1 percent of adherent fines, vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise noted, ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 58 1 1 1 1 1 1 1 1 1 1 1 2 Be free of harmful components such as chlorides and reactive materials unless mitigation measures are taken to prevent recurrence in the new concrete; 3 Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. Recycled concrete aggregate shall be in a saturated condition prior to mixing Recycled concrete aggregate shall not be placed below the ordinary high water mark of any water of the State. 9-03.21(1)D Recycled Steel Furnace Slag This section title is revised to read: Steel Slag 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the Hot Mix Asphalt column, each value of "20" is revised to read "25". The last column heading "Steel Furnace Slag" is revised to read "Steel Slag" The following new row is inserted after the second row: Coarse Aggregate for Commercial Concrete 9-03.1(4) 0 100 0 0 Section 9-04, Joint and Crack Sealing Materials January 3, 2017 This section is supplemented with the following two new subsections 9-04.11 Butyl Rubber Sealant Butyl rubber sealant shall conform to ASTM C 990. ' 9-04.12 External Sealing Band 1 1 1 1 1 1 1 External sealing band shall by Type III B conforming to ASTM C 877 9-04.1(2) Premolded Joint Filler for Expansion Joints This section is supplemented with the following: As an alternative to the above, a semi-rigid, non -extruding, resilient type, closed -cell polypropylene foam, preformed joint filler with the following physical properties as tested to AASHTO T 42 Standard Test Methods may be used. Closed -Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement Test Method Water Absorption < 1 0% AASHTO T 42 Compression Recovery > 80% AASHTO T 42 Extrusion < 0.1 in AASHTO T 42 Density > 3 5 lbs./cu.ft. AASHTO T 42 Water Boil (1 hr.) No expansion AASHTO T 42 Hydrochloric Acid Boil (1 hr) No disintegration AASHTO T 42 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 59 Heat Resistance °F 392°F± 5°F ASTM D 5249 9-04.2(1) Hot Poured Joint Sealants This section's content is deleted and replaced with the following new subsections 9-04.2(1)A Hot Poured Sealant Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance with ASTM D5329. 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM D6690 Type IV, except for the following 1 The Cone Penetration at 25°C shall be 130 maximum 2 The extension for the Bond, non -immersed, shall be 100 percent. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 Type I or Type 11 9-04.2(1)B Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight. 1 Twenty percent CSS -1 emulsified asphalt, 2 Two percent portland cement, and 3 Seventy-eight percent fine aggregate meeting the requirements of 9-03 1(2)B Class 2 Fine aggregate may be damp (no free water) 9-04.2(2) Poured Rubber Joint Sealer The last paragraph is deleted. 9-04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes "AASHTO M 198" is revised to read "ASTM C 990" 9-04.4(3) Gaskets for Aluminum,or Steel Culvert or Storm Sewer Pipe In the last sentence, "AASHTO M 198" is revised to read "ASTM C 990". Section 9-16, Fence and Guardrail January 17, 2017 9-16.3(3) Galvanizing The first three sentences are deleted and replaced with the following single sentence W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A, Type II Section 9-20, Concrete Patching Material, Grout, and Mortar January 3, 2017 This section is supplemented with the following new subsection ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 60 9-20.5 Bridge Deck Repair Material Bridge deck repair material shall be either an ultra-low viscosity, two-part liquid, polyurethane - hybrid polymer concrete, or a pre-packaged cement based repair mortar, conforming to the following requirements. 1. Minimum compressive strength of 2,500 psi, in accordance with ASTM C 109 2 Total soluble chloride ion content by mass of product shall conform to the limits specified in Section 6-02 3(2) for reinforced concrete. 3. Permeability of less than 2,000 coulombs at 56 -days in accordance with AASHTO T 277. If pre-packaged deck repair material does not include coarse aggregate, the Contractor shall extend the mix with coarse aggregate as recommended by the manufacturer. Section 9-23, Concrete Curing Materials and Admixtures January 3, 2017 9-23.9 Fly Ash The first paragraph is revised to read: FIy ash shall conform to the requirements of AASHTO M295 Class C or F including supplementary optional chemical requirements as set forth in Table 2. The last sentence of the last paragraph is revised to read The supplementary optional chemical limits in AASHTO M295 Table 2 do not apply to fly ash used in Controlled Density Fill 9-23.12 Metakaolin This section, including title, is revised to read: 9-23.12 Natural Pozzolan Natural Pozzolans shall be either Metakaolin or ground Pumice and shall conform to the requirements of AASHTO M295 Class N, including supplementary optional chemical requirements as set forth in Table 2 Section 9-28, Signing Materials and Fabrication April 3, 2017 9-28.14(3) Aluminum Structures This section is revised to read Welding of aluminum shall be in accordance with AWS D1.2/D1.2M, latest edition, Structural Welding Code — Aluminum. Aluminum alloy filler metals utilized on anodized structures shall result in color matching to base metals. ADAMSNIASHINGTON SRTS PROJECT- REBID #2412 61 Section 9-29, Illumination, Signal, Electrical January 3, 2017 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes This section is supplemented with the following new subsections 9-29.2(5) Testing Requirements The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. For each junction box, vault and pull box type, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, and registration number One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for that box type, and shall include the following information 1 Product identification 2 Date of testing 3 Description of testing apparatus and procedure 4 All load deflection and failure data 5 Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be loaded to failure or to the maximum load possible on the testing machine (70,000 pounds minimum) 7 A brief description of type and location of failure or statement that the testing machine reached maximum Toad without failure of the box. 9-29.2(5)A Standard Duty Boxes and Vaults Standard Duty Concrete Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 by 10 by 1 -inch steel plate centered on the lid The test load shall be applied and released ten times, and the deflection at the test load and released state shall be recorded for each interval. At each interval the junction box shall be inspected for lid deformation, failure of the lid/frame welds, vertical and horizontal displacement of the lid/frame, cracks, and concrete spalling Concrete junction boxes will be considered to have withstood the test if none of the following conditions are exhibited. 1 Permanent deformation of the lid or any impairment to the function of the lid 2 Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0 012 inches that extend 12 inches or more. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 62 1 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. 9-29.2(5)B Retrofit Security Lids for Standard Duty Concrete Junction Boxes Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall be tested as follows. 1. The security lid shall be installed on any appropriately sized box that is currently approved on the Qualified Products List. The security lid and box assembly shall be load tested in accordance with Section 9-29 2(5)A. After the ten load cycles but before loading to failure, the security lid shall be fully opened and removed to verify operability. 3. The locking mechanism(s) shall be tested as follows: a The locking mechanism shall be cycled 250 times (locked, then unlocked again) at room temperature (60-80°F) If there is more than one identical locking mechanism, only one needs to be cycled in this manner b. Temperature changes should be limited to no more than 60°F per hour c. The security lid shall be cooled to and held at -30°F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. d The security lid shall be heated to and held at 120-122°F for 15 minutes The locking mechanism shall then be cycled once to verify operation at this temperature e. The security lid shall be temperature adjusted to and held at 110°F and 95% humidity for 15 minutes The locking mechanism shall then be cycled once to verify operation at this temperature and humidity 9-29.2(5)C Standard Duty Non -Concrete Junction Boxes Non -concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design Toad during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each non -concrete junction box installed. 9-29.2(5)D Heavy -Duty Boxes and Vaults Heavy -Duty Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 46,000 pounds The test load shall be applied vertically through a 10 by 20 by 1 -inch steel plate centered on the lid with an orientation both on the long axis and the short axis of the junction box. The test load shall be applied and released ten times on each axis. The deflection at the test load and released state shall be recorded for each interval. At each interval the test box shall be inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling. After the twentieth loading interval the test shall be terminated with a 60,000 pound load being applied vertically through the steel plate centered on the lid and with the long edge of steel plate orientated parallel to the long axis of the box ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 63 Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited 1 Permanent deformation of the lid or any impairment to the function of the lid 2. Vertical or horizontal displacement of the lid frame 3. Cracks wider than 0 012 inches that extend 12 inches or more 4. Fracture or cracks passing through the entire thickness of the concrete. 5 Spalling of the concrete Heavy -Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the following conditions are exhibited 1 The lid is operational 2 The lid is securely fastened 3 The welds have not failed 4 Permanent dishing or deformation of the lid Is 1/4 inch or less 5 No buckling or collapse of the box. 9-29.2(1) Standard Duty and Heavy Duty Junction Boxes This section, including title, is revised to read - 9 -29.2(1) Junction Boxes For the purposes of this Specification concrete is defined as portland cement concrete and non - concrete is all others. The Contractor shall provide shop drawings for all components, hardware, lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Each sheet shall carry the following 1 Professional Engineer's original signature, date of signature, original seal, and registration number If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2 The initials and dates of all participating design professionals 3 Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 64 1 ' 9-29.2(1)A Standard Duty Junction Boxes This section is revised to read. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Standard Duty Junction Boxes are defined as Type 1, 2 and 8 junction boxes and shall have a minimum load rating of 22,500 pounds and be -tested in accordance with Section 9-29 2(5). A complete Type 8 Junction Box includes the spread footing shown in the Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces Non -slip lids and frames shall be hot dip galvanized in accordance with AASHTO M111 9-29.2(1)A1 Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07 3, or hot -dip galvanized in accordance with AASHTO M 111 Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs % by 3 inches long, as specified in Section 9-06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 (or higher) Handle & Handle support ASTM A36 steel, or ASTM A1011 CS (Any Grade) or SS (Any Grade) Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 9-29.2(1)A2 Non -Concrete Junction Boxes Material for the non -concrete junction boxes shall be of a quality that will provide for a similar life expectancy as portland cement concrete in a direct burial application. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 65 Type 1, 2, and 8 non -concrete junction boxes shall have a Design Load of 22,500 pounds and shall be tested in accordance with Section 9-29 2(5) Non -concrete junction boxes shall be gray in color and have an open bottom design with approximately the same inside dimensions, and present a load to the bearing surface that is less than or equal to the loading presented by the concrete junction boxes shown in the Standard Plans. Non - concrete junction box lids shall include a pull slot and embedded 6 by 6 by 1/4 -inch steel plate, and shall be secu fed with two 1/2 inch stainless steel Penta -head bolts recessed into the cover. The tapped holes for the securing bolts shall extend completely through the box to prevent accumulation of debris Bolts shall conform to ASTM F593, stainless steel 9-29.2(1)B Heavy -Duty Junction Boxes The first paragraph is revised to read Heavy -Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and shall be concrete and have a minimum vertical 1 load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29 2(5) 9-29.2(1)C Testing Requirements This section is deleted in its entirety. 9-29.2(2) Small Cable Vaults, Standard Duty Cable Vaults, Standard Duty Pull Boxes, and Heavy Duty Pull Boxes This section, including title, is revised to read: 9-29.2(2) Cable Vaults and Pull Boxes Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid The lids for Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans The Contractor shall provide shop drawings for all components, Including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Each sheet shall carry the following: 1 Professional Engineer's original signature, date of signature, original seal, and registration number If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals 3 Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 66 9-29.2(2)A Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes This section's title is revised to read: 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes The first paragraph is revised to read. Standard Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). For the purposes of this Section, Small Cable Vaults are considered a type of Standard Duty Cable Vault. The first sentence of the second paragraph is revised to read Concrete for Standard Duty Cable Vaults and Pull Boxes shall have a minimum compressive strength of 4,000 psi. The first sentence of the third paragraph is revised to read: All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip -resistant surfaces The fourth paragraph (up until the colon) is revised to read: Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 9-29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical Toad rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29 2(5). 9-29.2(3) Structure Mounted Junction Boxes The first and second paragraphs are revised to read: Surface mounted junction boxes and concrete embedded junction boxes installed in cast -in-place structures shall be stainless steel NEMA 4X. Concrete embedded junction boxes installed in structures constructed by slip forming shall be stainless steel NEMA 3R and shall be adjustable for depth, with depth adjustment bolts, which are accessible from the front face of the junction box with the lid installed 9-29.3(1) Fiber Optic Cable This section is revised to read. All fiber optic cables shall be single mode fiber optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements. 1. Compliance with the current version of ANSI/ICEA S-87-640. A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 67 2 Cables shall be gel free, loose tube, low water peak, and all dielectric with no metallic component. 3 Cables shall not be armored unless specified in the Contract. 4 Cables shall be approved for mid -span entries and be rated by the manufacturer for outside plant (OSP) use, placement in underground ducts, and aerial installations 5 Fiber counts shall be as specified in the Contract. 6 Fibers and buffer tubes shall be color coded in accordance with the current version of EIA/TIA-598. 7 Fibers shall not have any factory splices 8. Outer Jacket shall be Type M (Medium Density Polyethylene). Outer jacket shall be free from holes, splits, blisters, or other imperfections and must be smooth and concentric as is consistent with the best commercial practice. 9 A minimum of one (1) rip cord is required for each cable. 10. Cable markings shall meet the following additional requirements a. Color shall be white or silver b Markings shall be approximately 3 millimeters (118 mils) in height, and dimensioned and spaced to produce good legibility c. Markings shall include the manufacturer's name, year of manufacture, the number of fibers, the words "OPTICAL CABLE", and sequential length marks d Sequential length markings shall be in meters or feet, spaced at intervals not more than 1 meter or 2 feet apart, respectively. e The actual cable length shall not be shorter than the cable length marking The actual cable length may be up to 1% longer than the cable length marking. f Cables with initial markings that do not meet these requirements will not be accepted and may not be re -marked 11 Short term tensile strength shall be a minimum of 600 pounds (lbs). Long term tensile strength shall be a minimum of 180 pounds (1 bs). Tensile strength shall be achieved using a fiberglass reinforced plastic (FRP) central member and / or aramid yarns 12 All cables shall be new and free of material or manufacturing defects and dimensional non-uniformity that would a Interfere with the cable installation using accepted cable Installation practices, b Degrade the transmission performance or environmental resistance after installation, c. Inhibit proper connection to interfacing elements; ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 68 1 1 1 d. Otherwise yield an inferior product. 13. The fiber optic cables shall be shipped on reels with a drum diameter at least 20 times the diameter of the cable, in order to prevent damage to the cable The reels shall be substantial and constructed so as to prevent damage during shipment and handling. Reels shall be labeled with the same information required for the cable markings, with the exception that the total length of cable shall be marked instead of incremental length marks Reels shall also be labeled with the type of cable This section is supplemented with the following new subsection. 9-29.3(1)B Multimode Optical Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: a Type OM1, meeting the requirements of EIA/TIA 492 -AAAA -A or ISO/IEC 11801. The fiber core diameter shall be 62 5 pm. b. Type 0M2, meeting the requirements of EIA/TIA 492-AAAB-A or ISO/IEC 11801 The fiber core diameter shall be 50 pm All multimode optical fibers shall have a maximum attenuation of 3 0 dB/km at 850nm and 1.0 dB/km at 1300nm. Completed cable assemblies shall be rated for 1000BaseLX Ethernet communications 9-29.3(1)A Singlemode Fiber Optic Cable This section is revised to read Single -Mode optical fibers shall be EIA/TIA 492-CAAB or ISO/IEC 11801 Type 0S2, low water peak zero dispersion fibers, meeting the requirements of ITU -T G.652.D. 9-29.6 Light and Signal Standards The third paragraph is revised to read: Light standard, signal standards, slip base hardware and foundation hardware shall be hot dip galvanized in accordance with AASHTO M 111 and AASHTO M 232. Where colored standards are required, standards shall be powder -coated after galvanizing in accordance with Section 6- 07 3(11) The standard color shall be as specified in the Contract. 9-29.6(1) Steel Light and Signal Standards In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325" 9-29.6(2) Slip Base Hardware In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 9-29.7(2) Fused Quick -Disconnect Kits The table is supplemented with the following new row: LED* 10A 10A 20A The following footnote is inserted after the table ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 69 Applies to all LED luminaires, regardless of wattage Fuses for LED luminaires shall be slow blow 9-29.10 Luminaires The first sentence of the third paragraph is revised to read. All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136 15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional The table in the fourth paragraph is revised to read Conventional Lamp Wattage Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E 310 31 31E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 X1E 9-29.25 Amplifier, Transformer, and Terminal Cabinets Item 2C is revised to read. c Transformer up to 12 5 KVA 20" 48" 24" Transformer 12 6 to 35 KVA 30" 60" 32" The following new sentence is inserted before the last sentence of item number 10: There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load) side ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 70 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 71 Division 1 General Requirements DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the construction of sidewalks, crosswalks and ADA ramps at various locations in the vicinity of Washington Middle School and Adams Elementary, relocating school zone flashers, repairing areas of damaged sidewalk, and other work, all to be constructed in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications as prepared by the City Engineer of the City of Yakima 1-01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, 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. Supplement this Section with the following All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "Department of Transportation", "Washington State Transportation ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 72 +fi Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency" All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1- 08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. 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. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. 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. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 73 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. Add the following new section 1-02.1(1) Supplemental Qualifications Criteria (July 31, 2017 APWA GSP) In addition, the Contracting Agency has established Contracting Agency -specific and/or project - specific supplemental criteria, in accordance with RCW 39 04 350(3), for determining Bidder responsibility, including the basis for evaluation and the deadline for appealing a determination that a Bidder is not responsible These criteria are contained in Section 1-02 14 Option C of these Special Provisions 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") 5 Furnished automatically upon award Contract Provisions 5 Furnished automatically upon award Large plans (e g , 22" x 34") 2 Furnished only upon request. 1 1 1 1 1 1 1 1 1 1 1 1 1 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. 1-02.4(1) General (August 15, 2016 APWA GSP Option A) The first sentence of the last paragraph is revised to read ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 74 1 1 1 1 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of their Bids 1-02.5 Proposal Forms (July 31, 2017 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 UDBE/DBE/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 20, 2017 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 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the fourth paragraph and replace it with the following The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification, when required by the Special Provisions. For each and every UDBE firm listed on the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that UDBE firm that the UDBE is in agreement with the UDBE participation commitment that the Bidder has made in the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification WSDOT Form 422-031 U (Underutilized Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation with the Underutilized Disadvantaged Business Enterprise Utilization Certification only in the event the bidder's efforts to solicit sufficient UDBE participation have been unsuccessful. Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation Documents and Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1-02.9 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 75 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 UDBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. Add the following new section 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following Bid bonds shall contain the following 1 Contracting Agency -assigned number for the project; 2 Name of the project; 3. The Contracting Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature, 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (July 31, 2017 APWA GSP, Option A) 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 Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery If the project has FHWA funding and requires UDBE Written Confirmation Document(s) or Good Faith Effort (GFE) Documentation, then to be considered responsive, the Bidder shall submit ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 76 Written Confirmation Documentation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification, form 272-056U, as required by Section 1'-02.6. The UDBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The document(s) shall be received no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. The Bidder shall submit to the Contracting Agency a signed "Certification of Compliance with Wage Payment Statutes" document where the Bidder under penalty of perjury verifies that the Bidder is in compliance with responsible bidder criteria in RCW 39 04.350 subsection (1) (g), as required per Section 1-02 14 The "Certification of Compliance with Wage Payment Statutes" document shall be received either with the Bid Proposal or no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope labeled the same as for the Proposal, with "Supplemental Information" added All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids The Contracting Agency will not open or consider any "Supplemental Information" (UDBE confirmations, GFE documentation, or Certification of Compliance with Wage Payment Statutes) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: 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 physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3 The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 77 1-02.13 Irregular Proposals (June 20, 2017 APWA GSP) Delete this section and replace it with the following 1. A Proposal will be considered irregular and will be rejected if. a The Bidder is not prequalified when so required, b The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6, h The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02 6; The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification that they are in agreement with the bidder's UDBE 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, The Bidder fails to submit UDBE 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, k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation, or More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if. a The Proposal does not include a unit price for every Bid item, b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c Receipt of Addenda is not acknowledged, d A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (July 31, 2017 APWA GSP, Option A) Delete this section and replace it with the following A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39 04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39 04 350(1). To assess bidder responsibility, the Contracting Agency reserves ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 78 1 the right to request documentation as needed from the Bidder and third parties concerning the Bidder's compliance with the mandatory bidder responsibility criteria. The Bidder shall submit to the Contracting Agency a signed "Certification of Compliance with Wage Payment Statutes", document where the Bidder under penalty of perjury verifies that the Bidder is in compliance with responsible bidder criteria in RCW 39.04.350 subsection (1)(g). A form appropriate for "Certification of Compliance with Wage Payment Statutes" will be provided by the Contracting Agency in the Bid Documents. The form provided in the Bid Documents shall be submitted with the Bid as stated in Section 1-02.9. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39 04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination 1-02.15 Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read. Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2 Samples of these materials for quality and fitness tests, 3 A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4 A breakdown of costs assigned to any bid item, 5 Attendance at a conference with the Engineer or representatives of the Engineer, 6 Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 79 price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.1(1) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie- breaker will be the Bidder with an equal lowest bid, that proposed to use the hiqhest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful" The slips will be folded to make the marking unseen The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read. Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within 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 execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02 15 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency -furnished sites The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above the Contracting Agency may grant up to a maximum of 20 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 80 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall. 1 Be on Contracting Agency -furnished form(s); 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 Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, 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; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 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(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1-03.7 Judicial Review (July 23, 2015 APWA GSP) Revise this section to read. Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 81 Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e g , 1 presiding over 2, 2 over 3, 3 over 4, and so forth) 1. Addenda, 2 Proposal Form, 3 Special Provisions, 4 Contract Plans, 5 Amendments to the Standard Specifications, 6 Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction 1-05.4 Conformity With and Deviations from Plans and Stakes This section is supplemented with the following The Contractor shall be responsible for all surveying required for this project. A 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 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 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. 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 82 No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 83 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. Add the following new section. 1-05.12(1) One -Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section 1-05.14 Cooperation With Other Contractors Section 1-05 14 is supplemented with the following - (March 13, 1995) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work *** City of Yakima Water Division will coordinate with the contractor and move or adjust city water meters as necessary *** ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 84 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) 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: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented with the following: (January 5, 2015) For each proposed material that is required to be submitted for approval using either the QPL or RAM process the Contractor will be allowed to submit for approval two materials per material type at no cost. Additional materials may be submitted for approval and will be processed at a cost of $100.00 per material submitted by QPL submittal and $300 00 per material submitted by RAM All costs for the processing additional materials will be deducted from monies due or that may come due to the Contractor. Subject to a request by the Contractor and a determination by the Engineer the costs for processing may be waived. 1-06.1(4) Fabrication Inspection Expense (June 27, 2011 APWA GSP) Delete this section in its entirety 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following. The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03 21 The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 85 returned to the supplier) The Contractor's report shall be provided on DOT form 350-075 Recycled Materials Reporting 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 apply The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA) The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site 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) 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 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 86 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 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. 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. 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) 1-07.11 Requirements for Nondiscrimination Section 1-07.11 is supplemented with the following. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 87 (June 1, 2017) Voluntary Minority, Small, Veteran and Women's Business Enterprise (MSVWBE) Participation General Statement Voluntary goals for minority, small, veteran and women business enterprises are included in this Contract. The Contractor is encouraged to utilize MSVWBEs in accordance with these Specifications, RCW 3919 and Executive Order 13-01 (issued by the Governor of Washington on May 10, 2013) No preference will be included in the evaluation of the Contractor's Proposal or Bid, no minimum level of MSVWBE participation is required as a condition of award or completion of the Contract; and a Proposal or Bid will not be rejected or considered non-responsive on that basis The goals are voluntary and outreach efforts to provide MSVWBEs maximum practicable opportunities are encouraged. Non -Discrimination Contractors shall not create barriers to open and fair opportunities for all businesses, including MSVWBEs, to participate in the Work on this Contract This includes the opportunity to compete for subcontracts as sources of supplies, equipment, construction or services The Contractor shall make Voluntary MSVWBE Participation a part of all subcontracts and agreements entered into as a result of this Contract Voluntary MSVWBE Participation Goals Goals for voluntary MSVWBE participation have been established as a percentage of Contractor's total Bid amount. The Contracting Agency has established the following voluntary goals Minority 10% Small 5% Veteran 5% Women 6% Amounts paid to an MSVWBE will be credited to every voluntary goal in which they are eligible In other words participation may be credited for participation in more than one category If the Contractor is a MSVWBE their Work will be credited to the voluntary goals in which they are eligible Definitions Minority Business Enterprise (MBE) — A minority owned business meeting the requirements of RCW 39 19 and WAC 326-20 and certified by the Washington State Office of Minority & Women's Business Enterprises. Small Business — A business meeting the Washington State requirements for a "Small business", "Minibusiness" or "Microbusiness as defined in RCW 39 26 010 and included on the WSDOT Office of Equal Opportunity list of Small Businesses at http://www wsdot wa gov/equalopportunity/bddirectory htm ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 88 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-07.17 Veteran Business — A veteran owned business meeting the requirements of RCW 43.60A.010 and included on the WSDOT Office of Equal Opportunity list of Veteran Businesses at http.//www.wsdot.wa.gov/equalopportunity/bddirectory htm Women Business Enterprise (WBE) — A women owned business meeting the requirements of RCW 39 19 and WAC 326-20 and certified by the Washington State Office of Minority & Women's Business Enterprises. MSVWBE Inclusion Plan A MSVWBE Inclusion Plan shall be submitted to the Engineer prior to the start of Work on the project. The plan is submitted for the Contracting Agency's information. Approval of the plan is not required; an incomplete plan will be returned for correction and resubmittal The plan shall include the information identified in the guidelines at http://www wsdot.wa.gov/EqualOpportunity/MSVWBE.htm. MSVWBE Reporting The Contractor and all subcontractors/suppliers/service providers that utilize MSVWBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify MSVWBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. MSVWBE Payment All costs for implementation of the requirements for Voluntary MSVWBE Participation shall be included in the associated items of Contract Work. Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. 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: *** City of Yakima Water & Irrigation City of Yakima Wastewater Div. Centurylink Pacific Power Charter Communications Cascade Natural Gas Corp. *** 2301 Fruitvale Blvd. 2220 E. Viola 8 W. 2nd Ave. Room 304 P.O. Box 1729 1005 N. 16th Ave. 401 N. 1st St. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 89 Yakima, WA 98902 Yakima, WA 98901 Yakima, WA 98902 Yakima, WA 98907 Yakima, WA 98902 Yakima, WA 98901 509-575-6154 509-575-6077 509-575-7183 509-575-3146 509-575-1697 509-457-5905 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 (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1- 07.18 of these Special Provisions, from insurers with a current A. M Best rating of not less than A - VII and licensed to do business in the State of Washington The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition B The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated 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 Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tall") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self-insured pool coverage Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. E The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G 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 on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1-07.18(2) Additional Insured ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 90 All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein. • 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, 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(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor -provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07 18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage 1-07.18(4) Verification of Coverage 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. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 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 1-07.18(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. 3 Any other amendatory endorsements to show the coverage required herein 4 A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 91 full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of Insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity 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 or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products -completed operations, personal and advertising injury, and liability assumed under an insured contract There shall be no exclusion for liability arising from explosion, collapse or underground property damage The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits $1,000,000 $2,000,000 $2,000,000 $1,000,000 $1,000,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury each offence Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non -owned, hired, and leased vehicles, and shall be written on a coverage form at least as broad as ISO form CA 00 01 If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements Such policy must provide the following minimum limit $1,000,000 Combined single limit each accident 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 1-07.18(5)D Excess or Umbrella Liability (January 4, 2016 APWA GSP) The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than $2 million each occurrence and annual aggregate This excess or umbrella liability coverage shall be ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 92 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 excess over and as least as broad in coverage as the Contractor's Commercial General and Auto Liability insurance All entities listed under 1-07 18(2) of these Special Provisions shall be named as additional insureds on the Contractor's Excess or Umbrella Liability insurance policy. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverages, or any combination thereof that achieves the overall required limits of insurance 1-07.23(1) Construction Under Traffic Add the following: (January 2, 2012) 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 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: Regulatory Posted Speed Distance From: Traveled Way (Feet) 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 93 1-07.23(1) Construction Under Traffic (May 2, 2017 APWA GSP) Revise the third sentence of the second paragraph to read Accessibility to existing or temporary pedestrian push buttons shall not be impaired, if approved by the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed during construction 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section 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. 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 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 94 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 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. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7.00 a.m. and 6:00 p m Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 95 If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration This request shall state what hours are being requested, and why Requests shall be submitted for review no later than noon prior to the day(s) the Contractor is requesting to change the hours If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example. 1 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 (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 or third party consultants when, in the opinion of the Engineer, such work necessitates their presence ) 2 Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time 3 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 4 If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll 1-08.3 Progress Schedule This section is supplemented with the following The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation The Contractor shall submit a weekly activity schedule to the Construction Engineer before 9 00 a.m. on the Friday prior to the week indicated on the schedule If the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence differing from that which he has shown on his 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 and replace it with the following ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 96 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 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 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 (September 12, 2016 APWA GSP, Option A) Revise the third and fourth paragraphs to read. Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease Each week the Engineer will provide the Contractor a statement that shows the number of working days. (1) charged to the contract the week before, (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1 The physical work on the project must be complete; and ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 97 2 The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date. a Certified Payrolls (per Section 1-07 9(5)) b Material Acceptance Certification Documents c Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions d. Final Contract Voucher Certification e Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f Property owner releases per Section 1-07.24 (March 13, 1995) This project shall be physically completed within *** 40 *** working days 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 1-08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 98 estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following. 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 bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. 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. 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 thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments 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 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. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 99 1-09.11(3) Time Limitation and Jurisdiction (July 23, 2015 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this section and replace it with the following The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09 11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration 1-09.13(3)A Administration of Arbitration (July 23, 2015 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.05 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing The arbitrator shall use the Contract as a basis for decisions. 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 (January 3, 2017) ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 100 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: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135th Ave NE Kirkland, WA 98034-8709 1-800-521-0778 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) Lump Sum Bid for Project (No Unit Items) Section 1-10.4(1) is supplemented with the following: (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control", lump sum. The provisions of Section 1-10.4(1) shall apply. Division 2 Earthwork 2-01 Clearing, Grubbing, and Roadside Cleanup 2-01.1 Description Section 2-01 1 is supplemented with the following: (March 13, 1995) Clearing and grubbing on this project shall be performed within the following areas & limits. Adjacent to parcel 191319-41416 (1001 E Maple Ave) - cut and remove 2 trees, grind stumps and replace and blend top soil All other minor removal as necessary within the right of way in the project limits. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements Section 2-02 3 is supplemented with the following: ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 101 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 Concrete curb, gutter and sidewalks shall be removed to the nearest convenient joint if practical. If not practical to remove to the nearest joint, the Contractor shall saw cut these structures in neat vertical and straight transverse horizontal line to provide a matching joint for the new construction 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, due to the Contractor's operation that is scheduled to remain, shall be repaired by the Contractor to the satisfaction of the Engineer at no expense to the Contracting Agency 2-02.3(3) Removal of Pavements, Sidewalks, Curbs and Gutters This section is supplemented with the following. Item 1 is revised to read Haul all broken pieces to an off -project site to be obtained by the Contractor. Item 3 is revised by adding the following to the end of the first sentence: "or remove to the nearest joint as directed." 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, regardless of depth of cut, which includes all labor and equipment required to do the cut. (October 25, 1999) Sidewalk removal will be measured by the square yard (September 8, 1997) Curb removal will be measured by the linear foot. Sawcutting for sidewalk or curb removal shall be incidental to "Removing Cement Conc Sidewalk", and "Removing Cement Concrete Curb." 2-02.5 Payment This section is supplemented by adding the following pay item: "Saw Cut", per linear foot. (November 3, 1999) "Removing Cement Conc Sidewalk", per square yard (September 8, 1997) "Removing Cement Conc. Curb", per linear foot. The Contractor shall make all excavations including haul and disposal, regardless of depth, required for constructing curb, sidewalks, curb ramps, and driveways that includes 2 inches of ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 102 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 crushed surfacing top course underneath, according to the plans and standard details. All costs thereof shall be included in the Contract price "Removing Cement Conc. ". 2-07 WATERING 2-07.3 Construction Requirements Add the following new section: 2-O7.3(A) Water Supplied From Hydrants The Contractor shall contact the City of Yakima Water/Irrigation Division to secure a metered hydrant connection and comply with all requirements before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as permit has been obtained. The contractor shall only use hydrant wrenches to operate hydrants. The hydrant valve must be open full, since a partially opened valve may cause damage to the hydrant. The auxiliary valve on the outlet of the metered hydrant connection shall be used with for flow control purposes Fire hydrant valves must be closed slowly to avoid pressure surges in the water system. The Contractor shall carefully note the importance of following these directions. If a hydrant or metered connection is damaged, the Contractor shall immediately notify the City of Yakima Water/Irrigation Division so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall return the metered hydrant connection. The City of Yakima Water/Irrigation Division may inspect the hydrant for any possible damage. The contractor will be billed for repairing the damage to a hydrant or meter if resulting from improper use. The contractor shall convey the water from the nearest convenient hydrant at their own expense and as approved by the City of Yakima Water/Irrigation Division. The contractor shall be responsible for all costs associated with the use of the hydrant, including rental fees and metered water use. Any violation of these requirements may result in fines and damage costs to the contractor resulting from the malfunctioning of damaged fire hydrants, in the event of fire 2-07.4 Measurement This section is supplemented with the following. There will be no measurement for water. 2-07.5 Payment This section is supplemented with the following: All costs to provide and apply water shall be incidental to construction All costs shall be included in other contract pay items. Division 5 Surface Treatments and Pavements ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 103 5-04 Hot Mix Asphalt (June 19, 2017 APWA GSP) Delete WSDOT Amended Section 5-04, Hot Mix Asphalt, and replace it with Section 5-04, Hot Mix Asphalt as printed in the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition 5-04.3(7)A2 Statistical or Nonstatistical Evaluation Delete this section and replace it with the following 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall, • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03 8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design/anti-strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it 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. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 104 1 The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may 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. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5-04 3(8)A4 is supplemented with the following: For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed If test results are found to be within specification requirements, additional testing will be at the engineers discretion ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. 5-04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Delete this section and replace it with the following Testing of HMA for compliance of Va will be at the option of the Contracting Agency If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (January 16, 2014 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 105 DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 1 1 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3 Construction Requirements 1 General The tenth paragraph of Section 8-01 3(1) is revised to read (January 25, 2010) 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 July 1 through September 30 30 days October 1 through June 30 15 days 8-01.3(2) Seeding, Fertilizing and Mulching 8-01.3(2)B Seeding and Fertilizing Section 8-01 3(2)B is supplemented with the following (January 3, 2006) Grass seed shall be a commercially prepared mix, made up of low growing species which will grow without irrigation at the project location, and approved by the Engineer. The application rate shall be two pounds per 1000 square feet. (January 3, 2006) Fertilizer shall be a commercially prepared mix of 10-20-20 and shall be applied at the rate of 10 pounds per 1000 square feet 8-02 Roadside Restoration 8-02.1 Description Section 8-02.1 is supplemented with the following. (August 4, 2014) This work shall consist of removing and disposing of buried man-made debris that may be encountered during soil amendment incorporation or excavation for irrigation systems 8-02.4 Measurement The first paragraph of Section 8-02 4 is revised to read. Topsoil, mulch and soil amendments shall be measured by the cubic yard along the grade and slope of the area covered immediately after application ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 106 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8-02.5 Payment The second and third paragraph of Section 8-02.5 is revised to read: "Topsoil Type ", per cubic yard The unit Contract price per cubic yard for "Topsoil Type " shall be full payment for all costs for the specified Work. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements Supplement this section with the following Where existing curbing is to be removed and replaced with new curbing, and where new curbing for new roadway lanes is to be constructed, and in performing the removal of the existing curbing for such work the adjacent existing pavement is disturbed, the contractor shall trim the existing pavement in a neat line in preparation for HMA pavement construction. 8-04.4 Measurement Supplement this section with the following. Cement Conc. Pedestrian curb, the Detectible Warning Surface and underlying crushed surfacing top course to be installed as part of the sidewalk ramps shall be incidental to the cost of installing the per unit item "Cement Conc. Curb Ramp Type " 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.1 Description This section is supplemented with the following: The item "Chain Link Fence Modification" consists of creating 2 openings in the existing 6' chain link fence around Adams elementary including setting 4 new end posts and creating an opening for sidewalk coming from the school to the existing sidewalk. The item "Remove and Reset Chain Link Fence, 4 Foot" shall consist of removing existing chain- link fencing and resetting of the same fencing in accordance with the plans, specifications and standard sheets 8-12.3 Construction Requirements This section is supplemented by adding the following items. The Contractor shall carefully remove the existing chain-link fencing The existing concrete for individual post footings shall be broken up and removed. The Contractor shall supply new posts of the same type of which is being replaced and which conforms to subsection 9-16 1 In addition, all provisions of the construction details of section 8-12 shall apply, except for the following. The Contractor shall supply new fence hardware necessary to supplement the existing materials, including tension wires, caps, rods, turnbuckles, bars, bands, etc so that the reset fence will conform to the details shown on the plans or standard sheets for chain-link fencing The materials supplied shall conform in type to the existing fence being relocated. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 107 The fence fabric shall be attached to line posts with tie wires spaced at a maximum of 14 inch The tie wires shall be installed in accordance with the special note "Fence Fabric Tie Wires" which is included elsewhere in the proposal Minor damage to the coating on the tie wires, caused by the cutting and twisting operations, will be acceptable as determined by the Engineer. The fabric shall be secured to all end, corner, pull, and gate posts with stretcher bars fastened to the posts with stretcher bands spaced at a maximum of 14 inch Any fence damaged in handling and placing shall be replaced at the Contractor's expense Delete Section 8-12 3(1)B and replace it with the following: 8-12.3(1)B Top Rail Top rails shall pass through the ornamental tops of the line posts, forming a continuous brace from end to end of each stretch of fence Lengths of tubular top rail shall be joined by sleeve couplings. Top rails shall be securely fastened to terminal posts by pressed steel fittings or other appropriate means. 8-12.5 Payment This section is supplemented by adding the following items - "Remove & Reset Chain Link Fence, 4 Foot", per linear foot. The unit contract price per linear foot for "Remove & Reset Chain Link Fence, 4 Foot" shall be full payment for all costs for the specified work including brace post installation and all other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate Bid Item in this section. "Chain Link Fence Modifications", lump sum The lump sum contract price for "Chain Link Fence Modifications" shall be full payment for all costs and materials for creating 2 openings in the existing 6 foot chain link fence including setting new end posts, removing fencing material, and any other materials and work associated with this item. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Construction Requirements Section 8-14 1 is revised to read (April 3, 2017) This Work consists of constructing cement concrete sidewalks, curb ramps, bus stop shelter foundations, masonry sidewalks, and ramp grinding in accordance with details shown in the Plans, Standard Plans, these Specifications, and in conformity to the lines and grades shown in the Plans, Standard Plans, and as established by the Engineer 8-14.3 Construction Requirements Section 8-14.3 is supplemented with the following (April 3, 2017) ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 108 The Contractor shall request a pre -construction meeting with the Engineer to be held two to five working days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access routes to discuss construction requirements Those attending shall include: 1. The Contractor and Subcontractor in charge of constructing forms, and placing, and finishing the cement concrete. 2 Project Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramp or pedestrian access route Work. Items to be discussed in this meeting shall include, at a minimum, the following: 1. Slopes shown on the Plans 2 Inspection 3. Traffic control 4 Pedestrian control, access routes and delineation 5 Accommodating utilities 6. Form work 7. Installation of detectable warning surfaces 8 Contractor ADA survey and ADA Feature as -built requirements 9 Cold Weather Protection Timing Restrictions Within an intersection, the crossing of one leg of the intersection shall be constructed at a time and shall be completed and open to traffic within five calendar days before construction can begin on another of the intersection unless otherwise allowed by the Engineer Unless otherwise allowed by the Engineer, the five calendar day time restriction begins when an existing curb ramp for the quadrant or traffic island/median is closed to pedestrian use and ends when the quadrant or traffic island/median is fully functional and open for pedestrian access. (April 3, 2017) Layout and Conformance to Grades The Contractor shall meet the requirements depicted in the Contract documents. Using the information provided in the Contract documents, the Contractor shall lay out, grade, and form each new curb ramp, sidewalk, and curb and gutter. This section is also supplemented with the following All sidewalks not located within driveway approach areas shall be four (4) inch thick cement concrete with 2 inch CSTC base. All sidewalks located within or a part of a driveway approach area shall be six (6) inch thick cement concrete with 2 inch CSTC base See City of Yakima Standard Detail R5. Existing sidewalks at match existing locations shall be removed to the nearest convenient existing joint or saw cut in a neat vertical, straight transverse line at locations approved by the Engineer Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. 8-14.5 Payment This section is also supplemented with the following. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 109 All costs required to furnish, place and compact the Crushed Surfacing Top Course beneath the cement concrete sidewalk and curb ramps shall be incidental to, and included in the per square yard unit contract prices for "Cement Concrete Sidewalk" and the per each unit contract prices for "Cement Concrete Curb Ramp Type All costs required to place pedestrian curbing in the curb ramp area shall be incidental to the cost of the ramp and included in the per each unit contract prices for "Cement Concrete Curb Ramp Type Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical August 3, 2015 8-20.2(1) Equipment List and Drawings Section 8-20.1 is supplemented with the following. The existing school flasher assemblies shall be removed in entirety from their existing location and re -installed as they previously existed at the new locations as shown on the plans 8-20.5 Payment This section is supplemented with the following. Add the following items: "Remove & Relocate School Flashers", lump sum The unit contract price for "Remove & Relocate School Flashers" shall be full pay for all labor, equipment and material required to remove the existing solar powered school flashers completely including the bases and re -install in the new location as shown in the plans. 8-30 REPAIR OR REPLACEMENT (New Section) 8-30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area This includes complete replacement of items that are beyond repair as determined by the Engineer 8-30.5 Payment Payment will be made for the following bid items "Repair or Replacement", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 110 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8 Aggregates for Hot Mix Asphalt 9-03.8(3)C Gradation -- Recycled Asphalt Pavement and Mineral Aggregate Revise the second paragraph as follows. Delete the reference to Section 9-03 8(6)A 9-03.8(6)A Basis of Acceptance Delete this section. (August 7, 2017) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 16-048, effective August 7, 2017 is made a part of this contract. The Standard Plans are revised as follows A-30.15 DELETED A-40.10 Section View, PCCP to HMA Longitudinal Joint, callout, was - "Sawed Groove - Width 3/16" (IN) MIN to 5/16" (IN) MAX - Depth 1" (IN) MIN. - see Std. Spec 5-04.3(12)B" is revised to read; "Sawed Groove - Width 3/16" (IN) MIN to 5/16" (IN) MAX - Depth 1" (IN) MIN. - see Std. Spec. Section 5-04.3(12)A2" A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C -14a is revised to C-70 10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C -14a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C -14a is revised to C-70.10 A-60.30 Note 4, was - "If the ACP and membrane is to be removed from the bridge deck, see GSP 023106 for deck preparation before placing new membrane." Is revised to read; "If the ACP and membrane is to be removed from the bridge deck, see GSP 6-02.3(10)D.OPT6.GB6 for deck preparation before placing new membrane." ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 111 B-10.20 Substitute "step" in lieu of "handhold" on plan B-25.20 Note 4, was — "Bolt -Down capability is required on all frames, grates and covers, unless specified in the Contract Provide two holes in the Frame that are vertically aligned with the grate slots The frame shall accept the 5/8" x 11 NC x 2" alien head cap screw by being tapped, or other approved mechanism The location of bolt -down holes varies among manufacturers. See BOLT -DOWN DETAIL, Standard Plan B-30.10. Is revised to read, "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots The frame shall accept the 304 Stainless Steel (S S) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism The location of bolt -down holes varies by manufacturer." See BOLT -DOWN DETAIL, Standard Plan B-30.10. Add Note 7 See Standard Specification Section 8-04 for Curb and Gutter requirements B-30.70 Note 2, was — "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 5/8" -1 NC x 2" Allen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer" Is revised to read, "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots The frame shall accept the 304 Stainless Steel (S.S) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism Location of bolt -down holes varies by manufacturer " RING PLAN, callout, was — "DRILL AND TAP 5/8" — 11 NC HOLE FOR 1 1/2" X 5/8" STAINLESS STEEL SOCKET HEAD CAP SCREW (TYP.)" is revised to read, "SEE NOTE 2" B-90.40 Valve Detail - DELETED C -16b DELETED C-22.14 Note 3, formula, was: "Elevation G = (Elevation S — D x (0 1) + 28" is revised to read. "Elevation G = (Elevation S — D x (0 1) + 28/12" C-22.16 Note 3, formula, was. "Elevation G = (Elevation S — D x (0 1) + 31" is revised to read "Elevation G = (Elevation S — D x (0 1) + 31/12" C-22.41 DELETED C-25.18 DELETED D-10.10 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.20 Wall Type 3 may be used in all cases The last sentence of Note 6 on Wall Type 3 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.25 Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0 32g. D-10.30 Wall Type 5 may be used in all cases D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. D-15.10 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.20 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 113 F-10.12 Section Title, was - "Depressed Curb Section" is revised to read "Depressed Curb and Gutter Section" F-10.40 1 "EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted 1 1 F-10.42 DELETE - "Extruded Curb at Cut Slope" View G-22.10 Sheet 2, Elevation , Three -Post Installation, Dimension, upper right, was - ".035" is revised to read: " 0 35X" G-24.60 Sheet 1, View A, Dimension @ Bottom of sign, is = 3" is revised to read. 6" G-60.10 Sheet 3, TYPICAL TRUSS DETAILS, BASE - TOP, callout, was - "15/16"(IN) DIAM. HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM A 325)" is revised to read "15/16"(IN) DIAM HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM F3125, GRADE A325)" G-90.10 TOP VIEW, callout, was - "Vertical Brace - W4 x 13 steel (TYP )(See Note 4)" is revised to read, "Vertical Brace - W4 x 13 steel (TYP )(See Note 3)" G-95.10 Sheet 2, Detail "B", Plan View, callout, was - "5/8" DIAM ASTM A 325 H S. BOLT W/HEAVY HEX NUT AND WASHER, GALV (TYP) TIGHTEN PER STD. SPEC 6-03 3(33)" is revised to read "5/8" DIAM. ASTM F 3125, GRADE A325 H S BOLT W/HEAVY HEX NUT AND WASHER, GALV. (TYP) TIGHTEN PER STD. SPEC 6-03 3(33)" H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is revised to H-70 10 1-30.30 8" Diameter Wattle Spacing Table, lower left corner, was-"Slope:1H . 1V, Maximum Spacinq.10' - 0"" is revised to read. "Slope.1 H . 1V, Maximum Spacing:8' - 0"". J-3 DELETED J -3b DELETED J -3C DELETED J-10.21 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Note 18, was - "When service cabinet is installed within right of way fence, see Standard Plan J- 10.22 for details " Is revised to read; "When service cabinet is installed within right of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan J-10.22 for details " J-10.22 Key Note 1, was - "Meter base per serving utility requirements- as a minimum, the meter base shall be safety socket box with factory -installed test bypass facility that meets the requirements of EUSERC drawing 305." Is revised to read; "Meter base per serving utility requirements- as a minimum, the meter base shall be safety socket box with factory -installed test bypass facility that meets the requirements of EUSERC drawing 305. When the utility requires meter base to be mounted on the side or back of the service cabinet, the meter base enclosure shall be fabricated from type 304 stainless steel." Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp - 120/277 volt "T" rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp - 120/277 volt "T" rated)." Key Note 14, was - "Hinged dead front with 1/4 turn fasteners or slide latch." Is revised to read; "Hinged dead front with % turn fasteners or slide latch ~ Dead front panel bolts shall not extend into the vertical limits of the breaker array(s)." Key Note 15, was - "Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See Cabinet Main bonding Jumper detail, Standard Plan J -3b." is revised to read; "Cabinet Main Bonding Jumper Assembly - Buss shall be 4 lug tinned copper - See Standard Plan J-10 20 for Cabinet Main Bonding Jumper Assembly details " J-20.10 Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton post " J-20.11 Sheet 2, Foundation Detail, Elevation, callout - "Type 1 Signal Pole" is revised to read: "Type PS or Type 1 Signal Pole" Sheet 2, Foundation Detail, Elevation, add note below Title, "(Type 1 Signal Pole Shown)" Add Note 6, "6 One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.26 Add Note 1, "1. One accessible pedestrian pushbutton station per pedestrian pushbutton post." J-20.16 View A, callout, was - LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21.10 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout - "ANCHOR BOLTS 3/4" (IN) x 30" (IN) FULL THREAD - THREE REQ'D. PER ASSEMBLY" IS REVISED TO READ. "ANCHOR BOLTS 3/4" (IN) x 30" (IN) FULL THREAD FOUR REQ'D. PER ASSEMBLY" Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR.. Delete "(TYP.)" from the 2 1/2" CLR dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR Delete "(TYP.)" from the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf Bar Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read, 3" CLR. Delete "(TYP )" from the 2'/2" CLR dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 115 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR Delete "(TYP )" from the 2'/2" CLR dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf Bar. Detail F, callout, "Heavy Hex Clamping Bolt (TYP.) - 3/4" (IN) Diam. Torque Clamping Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYP.) - 3/4" (IN) Diam Torque Clamping Bolts (see Note 1)" Detail F, callout, "3/4" (IN) x 2' - 6" Anchor Bolt (TYP) - Four Required (See Note 4)" is revised to read, "3/4" (IN) x 2' - 6" Anchor Bolt (TYP) - Three Required (See Note 2)" J-21.15 Partial View, callout, was - LOCK NIPPLE - 1 '/2" DIAM., is revised to read, CHASE NIPPLE - 1 '/2" (IN) DIAM. J-21.16 Detail A, callout, was - LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read, 6'-0" (2x) Detail A, callout, was - LOCK NIPPLE - 1 '/2" DIAM. is revised to read, CHASE NIPPLE ~ 1 '/2" (IN) DIAM. J-26.20 Sheet 1, NOTES, Note 5, was - "Connecting/clamping bolts AASHTO M 164 (ASTM A325)" is revised to read "Connecting/clamping bolts ASTM F3125 GRADE A325" Was - "NUTS AASHTO M 291 (ASTM A263) GRADE DH" is revised to read. "NUTS ASTM A563 GRADE DH" J-28.43 KEY notes, note 1, was - "CLAMPING BOLTS, 7/8" (IN) DIAM. HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT -LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM A325)" is revised to read "CLAMPING BOLTS, 7/8" (IN) DIAM HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT -LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM F3125 GRADE A325)" J-40.10 Sheet 2 of 2, Detail F, callout, "12 - 13 x 1 '/2" S S PENTA HEAD BOLT AND 12" S S FLAT WASHER" is revised to read; "12 - 13 x 1 '/2" S S PENTA HEAD BOLT AND 1/2" (IN) S S. FLAT WASHER" J-60.14 All references to J -16b (6x) are revised to read, J-60.11 K-80.30 In the NARROW BASE, END view, the reference to Std Plan C -8e is revised to Std. Plan K- 80 35 M-11.10 Layout, dimension (from stop bar to "X"), was - 23' is revised to read, 24' The following are the Standard Plan numbers applicable at the time this project was advertised The date shown with each plan number is the publication approval date shown in the lower right- ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 116 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10 10-00 A-10.20-00 A-10 30-00 A-20 10-00 A-30 10-00 A-30 30-01 A-30 35-00 B-5.20-02. B-5 40-02. B-5 60-02. B-10.20-01 B-10 40-01 B-10 60-00 B-10 70-00 B-15.20-01 B-15 40-01 B-15 60-02 B-20.20-02 B-20 40-03 B-20 60-03 B-25.20-01 B-25 60-01 B-30 10-02. B-30.20-03 B-30 30-02 B-30 40-02 C-1 C-1 a. C -lb C-1 c C-1 d C-2. C -2a C -2b C -2c C -2d C -2e C -2f C -2g C -2h C-2 i C -2j C -2k. C -2n. C -2o C -2p C-3 C -3a C -3b C -3c. C -4b C -4e C -4f D-2 04-00 D-2 06-01 D-2 08-00 8/7/07 A-40 00-00 8/11/09 10/5/07 A-40 10-03 12/23/14 10/5/07 A-40 15-00 8/11/09 8/31/07 A-40.20-04 1/18/17 11/8/07 A-40 50-02 12/23/14 6/16/11 A-50 10-00 11/17/08 10/12/07 A-50.20-01 9/22/09 1/26/17 B-30 50-02 1/26/17 1/26/17 B-30 70-03 4/26/12 1/26/17 B-30 80-00 6/8/06 .2/7/12 B-30 90-02. 1/26/17 1/26/17 B-35.20-00 6/8/06 6/8/06 B-35 40-00 6/8/06 1/26/17 B-40.20-00 6/1/06 .2/7/12 B-40 40-02. 1/26/17 .2/7/12 B-45 20-01 7/11/17 1/26/17 B-45 40-01 7/21/17 3/16/12 B-50.20-00 6/1/06 3/16/12 B-55 20-01 1/26/17 3/15/12 B-60.20-00 6/8/06 3/15/12 B-60 40-00 6/1/06 1/26/17 B-65 20-01 4/26/12 1/26/17 B-65 40-00 6/1/06 1/26/17 B-70.20-00 6/1/06 1/26/17 B-70 60-01 1/26/17 1/26/17 7/12/16 7/14/15 7/14/15 7/12/16 10/31/03 1/6/00 6/21/06 6/21/06 6/21/06 6/21/06 6/21/06 3/14/97 7/27/01 3/28/97 3/28/97 6/12/98 7/12/16 7/12/16 7/13/01 10/31/03 7/2/12 10/4/05 6/27/11 6/27/11 7/15/16 7/15/16 7/2/12 11/10/05 1/6/09 11/10/05 C-6 C -6a C -6c. C -6d C -6f C-7 C -7a C-8 C -8a C -8b C -8e C -8f C-10 C -16a C-20 10-04 C-20 11-00 C-20 14-03 C-20 15-02 C-20 18-02. C-20 19-02. C-20 40-06 C-20 41-01 C-20 42-05 C-20 45 01 C-22.14-04 C-22.16-06 C-22.40-06 C-22.45-03 D-2.48-00 D-2 64-01 D-2.66-00 7/15/16 10/14/09 7/15/16 7/15/16 7/15/16 6/16/11 6/16/11 .2/10/09 7/25/97 .2/29/16 .2/21/07 6/30/04 7/15/16 7/21/17 7/21/17 7/21/17 6/11/14 6/11/14 6/11/14 6/11/14 7/21/17 7/14/15 7/14/15 7/2/12 7/15/16 7/21/17 7/21/17 7/21/17 11/10/05 1/6/09 11/10/05 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 117 A-50 30-00 11/17/08 A-50 40-00 11/17/08 A-60 10-03 12/23/14 A-60.20-03 12/23/14 A-60 30-00 11/8/07 A-60 40-00 8/31/07 B-75.20-01 6/10/08 B-75 50-01 6/10/08 B-75 60-00 6/8/06 B-80.20-00 6/8/06 B-80 40-00 6/1/06 B-82.20-00 6/1/06 B-85 10-01 6/10/08 B-85.20-00 6/1/06 B-85 30-00 6/1/06 B-85 40-00 6/8/06 B-85 50-01 6/10/08 B-90 10-00 6/8/06 B-90.20-00 6/8/06 B-90 30-00 6/8/06 B-90 40-01 1/26/17 B-90 50-00 6/8/06 B-95.20-01 .2/3/09 B-95 40-00 6/8/06 C-23 60-04 7/21/17 C.24 10-01 6/11/14 C-25.20-06 7/14/15 C-25.22-05 7/14/15 C-25.26-03 7/14/15 C-25 80-04 C-40 14-02 C-40 16-02 C-40 18-03 C-70 10-01 C-75 10-01 C-75.20-01 C-75 30-01 C-80 10-01 C-80.20-01 C-80 30-01 C-80 40-01 C-80 50-00 C-85 10-00 C-85 11-00 C-85 14-01 C-85 15-01 C-85 16-01 C-85-18-01 C-85.20-01 C-90 10-00 D-3 17-02 D-4 D-6 7/15/16 7/2/12 7/2/12 7/21/17 6/17/14 6/11/14 6/11/14 6/11/14 6/11/14 6/11/14 6/11/14 6/11/14 4/8/12 4/8/12 4/8/12 6/11/14 6/30/14 6/17/14 6/11/14 6/11/14 7/3/08 5/9/16 12/11/98 6/19/98 0-2 14-00 11/10/05 D-2.68-00 11/10/05 D-2 16-00 11/10/05 D-2.80-00 11/10/05 D-2 18-00 11/10/05 D-2 82-00 11/10/05 D-2.20-00 11/10/05 D-2.84-00 11/10/05 D-2 32-00 11/10/05 D-2 86-00 11/10/05 D-2 34-01 1/6/09 D-2 88-00 11/10/05 D-2 36-03 6/11/14 D-2 92-00 11/10/05 D-2 42-00 11/10/05 0-3 09-00 5/17/12 D-2.44-00 11/10/05 0-3 10-01 5/29/13 0-2.60-00 11/10/05 D-3 11-03 6/11/14 0-2.62-00 11/10/05 D-3 15-02 6/10/13 0-2 46-01 6/11/14 0-3 16-02 5/29/13 E-1 .2/21/07 E-4 8/27/03 E-2 5/29/98 E -4a 8/27/03 F-10 12-03 6/11/14 F-10 62-02 4/22/14 F-10 16-00 12/20/06 F-10 64-03 4/22/14 F-10 18-01 7/11/17 F-30 10-03 6/11/14 F-10 40-03 6/29/16 F-40 12-03 6/29/16 F-10 42-00 1/23/07 F-40 14-03 6/29/16 G-10 10-00 9/20/07 G-25 10-04 6/10/13 G-20 10-02 6/23/15 G-30 10-04 6/23/15 G-22 10-03 7/10/15 G-50 10-02 6/23/15 G-24 10-00 11/8/07 G-60 10-03 6/18/15 G-24.20-01 .2/7/12 G-60.20-02 6/18/15 G-24 30-01 .2/7/12 G-60 30-02 6/18/15 G-24 40-06 .2/29/16 G-70 10-03 6/18/15 G-24 50-04 7/11/17 G-70.20-04 7/21/17 G-24 60-04 6/23/15 G-70 30-04 7/21/17 H-10 10-00 7/3/08 H-32 10-00 9/20/07 H-10 15-00 7/3/08 H-60 10-01 7/3/08 H-30 10-00 10/12/07 H-60.20-01 7/3/08 1-10 10-01 8/11/09 1-30.20-00 9/20/07 1-30 10-02 3/22/13 1-30 30-01 6/10/13 1-30 15-02 3/22/13 1-30 40-01 6/10/13 1-30 16-00 3/22/13 1-30 60-00 5/29/13 1-30 17-00 3/22/13 1-40 10-00 9/20/07 J-10 7/18/97 J-26.20-00 6/11/14 J-10 10-03 6/3/15 J-27 10-01 7/21/16 J-10 15-01 6/11/14 J-27 15-00 3/15/12 J-10 16-00 6/3/15 J-28 10-01 5/11/11 J-10 17-00 6/3/15 J-28.22-00 8/07/07 J-10 18-00 6/3/15 J-28.24-01 6/3/15 J-10.20-01 6/1/16 J-28.26-01 12/02/08 J-10.21-00 6/3/15 J-28 30-03 6/11/14 J-10.22-00 5/29/13 J-28 40-02. 6/11/14 J-10.25-00 7/11/17 J-28 42-01 6/11/14 J-15 10-01 6/11/14 J-28 43-00 6/11/14 J-15 15-02 7/10/15 J-28 45-03 7/21/16 J-20 10-03 6/30/14 J-28 50-03 7/21/16 J-20 11-02. 6/30/14 J-28 60-02. 7/21/16 J-20 15-03 6/30/14 J-28 70-03 7/21/17 J-20 16-02. 6/30/14 J-29 10-01 7/21/16 J-20.20-02. 5/20/13 J-29 15-01 7/21/16 J-20.26-01 7/12/12 J-29 16-02. 7/21/16 J-21 10-04 6/30/14 J-30 10-00 6/18/15 J-21 15-01 6/10/13 J-40 05-00 7/21/16 J-21 16-01 6/10/13 J-40 10-04 4/28/16 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 118 D-10 10-01 12/2/08 D-10 15-01 12/2/08 D-10.20-00 7/8/08 D-10.25-00 7/8/08 D-10 30-00 7/8/08 D-10 35-00 7/8/08 D-10 40-01 12/2/08 D-10 45-01 12/2/08 D-15 10-01 12/2/08 D-15.20-03 5/9/16 D-15 30-01 12/02/08 F-40 15-03 6/29/16 F-40 16-03 6/29/16 F-45 10-02 7/15/16 F-80 10-04 7/15/16 G-90 10-03 7/11/17 G-90 11-00 4/28/16 G-90.20-05 7/11/17 G-90 30-04 7/11/17 G-90 40-02 4/28/16 G-95 10-01 6/2/11 G-95.20-02 6/2/11 G-95 30-02 6/2/11 H-70 10-01 2/7/12 H-70.20-01 2/16/12 H-70 30-02 .2/7/12 1-40.20-00 9/20/07 1-50.20-01 6/10/13 1-60 10-01 6/10/13 1-60.20-01 6/10/13 1-80 10-02. 7/15/16 J-40 38-01 J-40 39-00 J-40 40-01 J-45 36-00 J-50 05-00 J-50 10-00 J-50 11-01 J-50 12-01 J-50 15-01 J-50 16-01 J-50.20-00 J-50.25-00 J-50 30-00 J-60 05-01 J-60 11-00 J-60 12-00 J-60 13-00 J-60 14-00 J-75 10-02 J-75.20-01 J-75 30-02 5/20/13 5/20/13 4/28/16 7/21/17 7/21/17 6/3/11 7/21/17 7/21/17 7/21/17 3/22/13 6/3/11 6/3/11 6/3/11 7/21/16 5/20/13 5/20/13 6/16/10 6/16/10 7/10/15 7/10/15 7/10/15 J-21 17-01 6/10/13 J-40.20-03 4/28/16 J-75 40-02 6/1/16 J-21.20-01 6/10/13 J-40 30-04 4/28/16 J-75 41-01 6/29/16 J-22 15-02. 7/10/15 J-40 35-01 5/29/13 J-75 45-02 6/1/16 J-22.16-03 7/10/15 J-40 36-02 7/21/17 J-90 10-02 4/28/16 J-26 10-03 7/21/16 J-40 37-02 7/21/17 J-90.20-02 4/28/16 J-26 15-01 5/17/12 J-90.21-01 4/28/16 K-70.20-01 6/1/16 K-80 10-01 6/1/16 K-80.20-00 12/20/06 K-80 30-00 .2/21/07 K-80 35-00 .2/21/07 K-80 37-00 .2/21/07 L-10 10-02. 6/21/12 L-40 10-02 6/21/12 L-70 10-01 5/21/08 L-20 10-03 7/14/15 L-40 15-01 6/16/11 L-70.20-01 5/21/08 L-30 10-02. 6/11/14 L-40.20-02. 6/21/12 M-1.20-03 6/24/14 M-12.10-00 7/11/17 M-40 10-03 6/24/14 M-1 40-02 6/3/11 M-15 10-01 .2/6/07 M-40.20-00 10/12/07 M-1 60-02. 6/3/11 M-17 10-02 7/3/08 M-40 30-01 7/11/17 M-1 80-03 6/3/11 M-20 10-02. 6/3/11 M-40 40-00 9/20/07 M-2.20-03 7/10/15 M-20.20-02. 4/20/15 M-40 50-00 9/20/07 M-2.21-00 7/10/15 M-20 30-04 .2/29/16 M-40 60-00 9/20/07 M-3 10-03 6/3/11 M-20 40-03 6/24/14 M-60 10-01 6/3/11 M-3.20-02. 6/3/11 M-20 50-02. 6/3/11 M-60.20-02 6/27/11 M-3 30-03 6/3/11 M-24.20-02. 4/20/15 M-65 10-02. 5/11/11 M-3 40-03 6/3/11 M-24 40-02 4/20/15 M-80 10-01 6/3/11 M-3 50-02 6/3/11 M-24 50-00 6/16/11 M-80.20-00 6/10/08 M-5 10-02 6/3/11 M-24 60-04 6/24/14 M-80 30-00 6/10/08 M-7 50-01 1/30/07 M-24 65-00 7/11/17 M-9 50-02. 6/24/14 M-24 66-00 7/11/17 M-9 60-00 .2/10/09 M-11 10-02. 7/11/17 ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 119 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 120 CONTRACT S THIS AGREEMENT, made and entered into in triplicate, this day of J Q#i , 201-7-, by and between the City of Yakima, hereinafter called the Owner, and Moreno & Nelson Construction Corp. a Washington Corporation, hereinafter called the Contractor WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows I The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF $286,947.00, for Safe Routes to Schools — Adams & Washington School Sidewalks Rebid, City Project No. 2412, all in accordance with, and as described in the attached plans and specifications and the 2014 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Forty (40) 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 11`h day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III 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 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 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 peng this day of -J Attest: qqA, SI City Cle k CITY CONTRACT NO: RESOLUTION NO:1- ,°17-0 7/ CONTRACTOR Mar,t,^0, {`k4.1sen (Do+s+. ,a Corporation Contractor By. JbL , g4.15,0r (Print Name) Its Pms.;_ mow r.Ac,to' 1� 6 (President, Owner, etc.) ddress: Pi) POk. t cG k(t[&. ( wA- ? BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, $ which amount is not less than five percent of the total bid Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS That we, as principal, and , as Surety, are hel• and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their hpis, executors, administrators, successors and assigns, jointly and severally, by these presents or cash in the amount of The condition of this obligation is such that if the Obligee shall make any award to the Principal for , according to the terms of the proposal or bid made by the Principal therefor, an the rincipal shall duly make and enter into a contract with the Obligee in accordance with the terms of said'kro osal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties(app�ded by the Obligee, or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the p 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, a .enalty and liquidated damages, the amount of this bond SIGNED, SEALED AND DATED TH DAY OF , 20 Principal Surety , 20 Recei ed return of deposit in the sum of $ ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 139 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 140 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, or cash in the amount of $ which amount is not less than five percent of the total bid Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS That we, Moreno & Nelson Construction, Corp , as principal, and Old Republic Surety Company as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of ***Five Percent of 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. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Safe Routes to Schools Adams & Washington School Sidewalks -Rebid , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 28th DAY OF November 20 17 Principal u ith C Kaiser-Smith,AitrorXey_in_Fact Received return of deposit in the sum of $ ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 139 20 PERFORMANCE BOND BOND TO CITY OF YAKIMA Bond No. YCN2528233 KNOW ALL MEN BY THESE PRESENTS; That whereas the City of Yakima, Washington has awarded to Moreno & Nelson Construction, Corp. (Contractor) hereinafter designated as the 'Principal" a contract for the construction of the project designated Safe Routes to Schools — Adams & Washington School Sidewalks — Re -Bid, City Project No. 2412, all as hereto attached and made a part hereof and whereas, said principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract; NOW, THEREFORE, we, the principal, and Old Republic Surety Company (Surety), a corporation, organized and existing under and by virtue of the laws of the State of Wisconsin , duly authorized to do business in the State of Washington, as surety, are jointly and severally held and firmly bound unto the City of Yakima, Washington, in the penal sum of $286,947.00 (Total Contract Amount) lawful money of the United States, the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. THE CONDITIONS OF THIS BOND IS SUCH, that if the above bonded principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub- contractors and materiatmen; the claims of any person or persons arising under the contract to the extent such claims are provided for in RCW 39.08.010; the state with respect to taxes imposed pursuant to Titles 50, 51 and 82 RCW which may be due; and all persons who shall supply said principal or sub- contractors with provisions and supplies for the carrying on of said work, and shall hold said City of Yakima, Washington, 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 pail of said principal, or any sub -contractor in the performance of said work, and shall indemnify and hold the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract, or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Yakima, Washington, and all claims filed in compliance with Chapter 39,08 RCW are resolved and all taxes pursuant to Titles 50 and 51 and 82 RCW have been paid, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinances of the City of Yakima, Washington. IN WITNESS WHEREOF, the said principal and the said surety have caused this bond to be signed and sealed by their duly authorized officers this 11th day of December , 2017 , Approved as to form; Moreno & Nelson Construction, Corp. (Principal) By. �� (Signature) We,Sov- (Print Name) Old Republic Surety Company u •N\ By: N;, (Signature) Shanalee E Steele (Print Name) Attorney -in -Fact (Title) * * OLD SI:RFIN/ COMPANY POWER OF ATTORNEY KNOW ALL N1EN THESE III '.1 S lhat 01.1) RI:Pt.ti LIC SURETY C(../VIPANY. \\ iscom:in stuck insiiranco cilium...non, does make, constitutend 111 MARLA MARLA J. DAVENPORT TOM DAVIS JACLYN KRUSE. JAMES L MAJLSKEY II. JUDITH C. KAISER SMITH SHANALEE F STEELE, JUDITH A. RAPP, THOMAS C DENISON, OF SPOKANE A its true and Lt k% lid AttorneyiN ...II I- 1. •Itt with full power ;Intl authority, run exixedinp S.5(1.1100,0110. kir and illi hohalfolthe CoillpAlly U.S surety, to execute and deliver and al It Ike O:;11 Of the uoiripany iheieto f if a seal is requileill. bonds. tintlertakingS. fi,(VIIZ;Illee.i Or c..lhel %%I laell ohligalleillS in the liallire thereof, ;i..; i'.• .;: '• ., . *:, •: • •; , : i u.. :•;.; .r.:- : ..;. ;. '• .• : •i , ,i• •.: , :• ;..... •*•;;* ilS lOillIWN. W1(ITI•1:N INSTRUMPNIS IN AN AMOUNT NO•r T(.) EXCETO THIRTY MILLION IN)L ..1. ARS iS.10,11011,01111) ------ I•OR ANY SINGLE O111 IOA•1 ION 0,11(110 hold 01.13 RFPU111.1( ,L IA CI IMP AN `r iherchyand all oldie ouis said Attor1eys-01-1-4o1 puRuai it to these prosonis,:lie radii...al and conlinned. : : •: *•*. Lhis appirintincia is made under and hy authority or the hoard of directors al a 1;d illeeting Ild iri f ehillary IN, 1 ,nii! I Iii x Powcr Attorriev and sealed by IA lilt: by the hoard of LIII'LII ii Iti (JH) 141*.P1.1.11.1C SURETY C()Ml'ANN on Felutuiry IS. I 98 2. RI S(31 VTI) that, the oicsideni, any vi..-e•president. or :issistiii vi:e president. in llI iiiitUirlyf 1111 the m'cleRlf,, 11 'ally its!kialit sect...111r), may appirint allonieys-iii-fact or Willi authority ;IS &filled Or 1111111CA in the Iu.tLIi11I1IeVidefIll /IV ilii CilSe, for and on behalf of the company ou-ciiie and deliver and al:fix thc• Neal of ihe company to bonds, undertakings.. recogiii/anoos. and surely:dun q)ligatiiitis kinds, and said officers Ina) winove any such attorney-in-fact of ,igem ;tint revoke any Power of Attorney previously planted to such persoit. RI NOL 1 1 111 11:1r, trial ;my bond, undenaking, recognitance. ur suretyship 1)1/ligation shall he valid and hindirig upon Ili. Company tit when signed hy ilie prosidcin, any vicc piesident nir ;issistant vice president, and altested and sealed (if a seal be required) hy any SCCI'Clilly sceretaiy.111 in) v‘ hen signed by the president, any no president or •,Lissistant it • seeferlryti lisSISIallt secretary and ermine] signed and sealed f il a seal be tequiroil I)) a duly. itialuirired attorney !1 1.1,1 or 4ent, 111 nit Whell al)* eNeeilletl and .yealekl 1 sial he required h tie 1.1 • ionteys-in-ta..1 or agents pursuant to and I thin the limits (Willi: authority evidenced by phi l'ov.er of Ain Wiley issued by the ....min/oily to such person 11 persons I1 N( 11 V1D 11 It I 111 I( hill thc s•fttirati ire ill any authoriie.il ollreor and ihe tit It 1,1 the company may be affRed by facsimile to any, Power ol Attorney or certilieation thereof horii.ing the e.leelifi(Iri and deliVer) of ally teeirgitizance. or other suretyship Int 1.l thl: Ltlif *Mid tlIth NI1211.1LLIIV and ',i11 hill„t1 11;0 ilk. sante forceautd ell:eel:0: ItiolIVI1 IN WITNESS 11111.-:1(TOF. ()LI) REPT •ti I .I(F. C()\1PAN has ,i.iMc•d 'hos.: presents to he. Signed h t'. proper irl beer an.1 its corporate seal to I. ,illleit hIll 111111 day rif OCTOBEK,-,,Ul S [ATI- OF WISCONSIN_ COL N.I OF kV ALKE(11-1,1-`6 OLD REPUBLIC SI iRET' COMPAN1* ‘‘c President A Ian v I le Ihis "Tr” day or poi mmoi yanie helime. OCTOBER, 20 7 arid Jane I. -Chen -lc) , to in knit. II to he the individuals and officers a ilk. (11 D RI PUHLK SLATTN' Ul)MPANY vile, executed the ahoy,: instrui nem, and the} each acknowledged hIli oceein ion of the ',Milt., hy \ Hy depose *arid say. dun 'hey :WC OW Said lIthlett Of II It Neal lIlititI 111 Illi ah1.lhisliIilIiiill ihe seal III IlIcorporation, and i hat said eorporate stIl anti their signatures as such officers Were dillyaffixed and subscribed 1 thesilit instrument by the ainhirrity 111 Ilii' IN lard of direCIIrtS til LTI( I II 11 -1 11 I. the untlersigned, a;sistani see ot the 01.0 RPM [ILI(' St RI COMPANY, Wisconsin corporal ion. ('ERTIFY ihal the foreping and •altachal ['owe' ol Murillo) irt lull lord 1111, not heellet oked: :lad furthermore, that the 1<esoluiions tit the board 1)1. Ilircetor. set tilIhl [11 ilit. Tower ill Attorney. are now itt 1.01.0,2 Nuldry PubLiC My. :noininission tpii''. 9 2i2IIt' (Expira(ion of notary commission does not invalidate this instrument) 7). 0,1s0 „ NiLtiLit ;II the ( it) of Bor,rklield. 151 this \ day 01 ni; ')./ • / • ;rat. • *.”' • 011) RIi L BJIIC t RFJ V (01P1NV POWER OF ATTORNEY KNOW ALL \1l 11Y •I'l [ESE PRESENTS That 01.1) RFPUBLIC S1:.1tE*I Y COMPANY, a Wisconsin stockinsurance corporation, does make, viinstitrite arid aptwii it. MARLA J. DAVENPORT TOM DAVIS, JACLYN KR(JSE, JAMES E MAJESKEY 11 JUDITH C. KAISER -SMITH, SHANALEE E. STEELE, JUDITH A. RAPP, OF SPOKANE, WA its true and lawful AI tome) I Tin -t act. with full Wcr toad authority. not exceeding S50.000,001 for and ori behallof the company as surety, io execute aunt deliver mid affix ilie seal ol the 6i/tummy therctii (1sil is required), tionds, undertakings, revoimi7ances or other written obligations in the nature thereof :.• as follows. ALL WRIT•FEN INS•ERUMENTS IN AN Y%401 I NO1. 101XCEED 11111(1\1l 11 DOLLARS EOR ANY ORLI(rA.IION :Ind to bind OLI) RE:1'1;111ASI JREEN' COMPANY thereby, ;mil all or the arts tr!iaid Attorneys -in -Fact, pursuant to Mese presents, itre ratified and confirmed. This iippoinimcm 11111dC piiiIcp piid hy authority iir the hawed oldirodors at a Npecial meeting held 1,n February I ?,1 I WO Till,: PCIINCT 01 AltorrIcy is signcil and sealed by facsimile under and by the authority oldie hillowing resolutions adopted by the board of directors °Tillie 01.1) IkEPUBLIC Stn.:10A CC/MPANY on, February I H. 1982, RESOLVED that. the president,. any ice -president, or tissistant vice pl'esident. in 111001111etion 0 11 h the secretary lir any ;tssistant secretary, may Iflt ationieys-inlact or agents with authority iSdetiuedtir 1111101.1i 10 01e 111S11111111-111 0.011:11e0lp 11112 11ppotnimeill iii each iac, for and all hillalr of the company to execute and deliver and affix the seal of the company Ili kinds, linderiiikings,i e gnitarweN. and suretyship obligations 0f all kinds, and said idlicers may I-CfrIlrVl! any such attorney -in -11w! or agent :Ind revoke any Power of Aitimley pi-eviously granted such perSlill. RESOLVED FURTHER, that aril, hold, undertaking, recognitanci.. in suretyship obligation shall he valid inil binding upon the Company 1,when signed by the president, itny vie.: president or assistant vice president, and attested and sealed Of :I SC:11 lie required) by any secretary. iir assisting secretary, ir ii when signed h) thc pt-esideni, ariy,. vice presiiliait or assistant vice presi(ient, sceretaiy or assistant seer -airy. and countersigneil and sealed (flu seal be required) by a duly inttliori/eil attorney-in-fact or :mem, or (in) when duly CR CV 0011 and Scaled (if a seal he required) by one or 1111 re ill torneys-in-faci or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company. to Sk1Cli person kg' persons. RESOLVED FUR'!" di/ t, than the signature of any inithori/evl ',Meer and the seal of the company may be affixed by facsimile to any Power of Attorney or. ceniticiiiiiin thereof tiuiliorifing the execution and delivery ado). bond. untIcrtakitui, recogni/anci . or other suretyship obligations or the company; and siwli signature and seal when s1.1 used IoulI have the salmi force ;Ind effect as though nianually affixed. IN WITNESS WI 11 RI 1)1 REPUBLIC SURETY E O51PA NY has caused these presents to he signed h Is prrpci officer, tint its Inorporaw seal to he affixed tIu 11 ST day iir 21)17 STATE W IS( ONSI N, couNTY or wAy Kr SII A -SS SI AL OLD REPUBLIC SL ('Om President (in ihis 1ST Jar of MAY, 21117 personally carve A I all PI/ VI and belore me, Jane E. Chcrricy to ino known to be the individuals and officers oldie OLD ItEPUI)LIC SUREFY (OMP \\Y who execillell 1111t! instrument. 1111l1 they each acknowledged the execution of the same, and being by me duly N um, did severally Jeri, ise and saythat they ire I he said filliccrs of the cc aforesaid, and that thc seal affixed to the above instruinim is the seal of the emporat ion and that NO 1 corporate seal and their signatures as such officers IN Cie Iily ill Keil and suhseritied to the said instrument by the authority 1 i he hard ell directors or said Liirpuration. tory Public My commission expires: 9./2 8/2 I 8 ERTIEICA.LE (Expiration of notary commission does not invalidate this instrument) C I, the undersigned, assimant secretary oldie OLD REPUBLIC SURETN' COMPANY a Wisconsin corporation. C:ERTIFY that the foregoing and smacked of A itorney remain,. 01 hill Mrce and has nin heal revoked; and hmlierninre, iluit the Resolutions 111. the hoard iirditcclorN set forth in the Powell of Attorney, are now in force 1N-9-150 „ ° •. r, 7 SAL a PA YNEWFST INSURANCE, INC 4.1111,4**22.:(12 1.5- 11) Signet and .wiiled at to Cily firooklield, WI this at!" day of joveloer 2017 tz' • / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MORE&NE-01 BSOUDER 7 MRC" �--- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/11/2017 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 have ADDITIONAL INSURED provisions or 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). PRODUCER Spokane Office Paynewest Insurance, Inc. 501 N. Riverpoint Blvd., Ste 403 Spokane, WA 99202 NAppMEACT PHONEFAX (A/c, Ne, Ext): (509) 838-3501 (A/C, No):(509) 838-3511 ADDRESS. INSURER(S) AFFORDING COVERAGE NAIC # INSURER A. Cincinnati Insurance Companies 10677 INSURED Moreno & Nelson Construction Corp PO Box 794 Walla Walla, WA 99362 INSURER B . EPP0429721 INSURER C . 03/20/2018 INSURER D . $ 1,000,000 INSURER E . 50,000 $ INSURER F REVISION NUMBER: 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF IMMIDD/YYYYI POLICY EXP IMMIDD/YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY X X EPP0429721 03/20/2017 03/20/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 50,000 $ CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 & ADV INJURY $ 1,000,000 X -0- DeductiblePERSONAL GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE POLICY OTHER: X LIMIT APPLIES JEE/, PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 WA Stop Gap$ 1,000,000 A AUTOMOBILE X X LIABILITY ANY AUTO OWNED AUTOS ONLY AONLY UTOS X X SCHEDULED AUTOS N AUOTOS yVONLY -0- Deductible X X EPP0429721 03/20/2017 03/20/2018 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 $ BODILY INJURY (Per person) $ $ BODILY INJURY (Per accident) (PeracatlentDAMAGE $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE EPP0429721 03/20/2017 03/20/2018 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ DED X RETENTION $ 0 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN N 1 A PER STATUTE ERH E L EACH ACCIDENT $ E L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ A A Installation Floater EPP0429721 EPP0429721 03/20/2017 03/20/2017 03/20/2018 03/20/2018 Loc -Transit -Temp Loc Deductible 50,000 1,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Cincinnati Insurance Company: #10677, A+XV RE: City Project No. 2412 - Safe Routes to Schools. Adams & Washington School Sidewalks - Rebid The Contracting Agency and it sofficers, elected officials, employees, agents, volunteers and appointed officials are additional insured as per the attached forms. Coverage is primary and non contributory. Waiver of subrogation and per project aggregate applies. CERTIFICATE HOLDER CANCELLATION City of Yakima, Engineering Division 129 North Second Street Yakima, WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' COMMERCIAL GENERAL LIABILITY BROADENED ENDORSEMENT This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Endorsement - Table of Contents: Coverage: Begins on Page: 1. Employee Benefit Liability Coverage ... .. 2 2. Unintentional Failure to Disdose Hazards .. 7 3. Damage to Premises Rented to You ... 8 4. Supplementary Payments 9 5. Medical Payments.. .. .... ... 9 6. Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.) . .. .. .. .. .9 7. 180 Day Coverage for Newly Formed or Acquired Organizations. .10 8. Waiver of Subrogation .... .. ..10 9. Automatic Additional Insured - Specified Relationships. ..10 • Managers or Lessors of Premises, • Lessor of Leased Equipment; • Vendors, • State or Political Subdivisions - Permits Relating to Premises, • State or Political Subdivisions - Permits; and • Contractors' Operations 10. Broadened Contractual Liability - Work Within 50' of Railroad Property .... 14 11. Property Damage to Borrowed Equipment .14 12. Employees as Insureds - Specified Health Care Services .14 • Nurses; • Emergency Medical Technicians; and • Paramedics 13. Broadened Notice of Occurrence ....14 B. Limits of Insurance: The Commercial General Liability Limits of Insurance apply to the insurance provided by this endorse- ment, except as provided below. 1. Employee Benefit Liability Coverage Each Employee Limit $ 1,000,000 Aggregate Limit: $ 3,000,000 Deductible $ 1,000 3. Damage to Premises Rented to You The lesser of. a. The Each Occurrence Limit shown in the Declarations, or b. $500,000 unless otherwise stated $ 4. Supplementary Payments a. Bail bonds: $ 1,000 b. Loss of earnings: $ 350 5. Medical Payments Medical Expense Limit: $ 10,000 Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 1 of 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.) Limits of Insurance (Each Occurrence) Coverage a. $1,000 Coverage b. $5,000 unless otherwise stated $ Deductibles (Each Occurrence) Coverage a. $250 Coverage b. $250 unless otherwise stated 11. Property Damage to Borrowed Equipment Each Occurrence Limit: $ 10,000 Deductible $ 250 C. Coverages: 1. Employee Benefit Liability Coverage a. The following is added to SECTION - COVERAGES: Employee Benefit Liability Coverage. (1) Insuring Agreement -(a) We will pay those sums that the insured becomes legally obligated to pay as dam- ages caused by any act, er- ror or omission of the in- sured, or of any other per- son for whose acts the in- sured is legally liable, to which this insurance ap- plies. We will have the right and duty to defend the in- sured against any "suit' seeking those damages However, we will have no duty to defend against any "suit" seeking damages to which this insurance does not apply. We may, at our discretion, investigate any report of an act, error or omission and settle any claim or "suit" that may re- sult. But. 1) The amount we will pay for damages is limited as described in SEC- TION III - LIMITS OF INSURANCE, and 2) Our right and duty to defend ends when we have used up the appli- cable limit of insurance in the payment of judgments or settle- ments. No other obligation or liabil- ity to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Pay- ments. (b) This insurance applies to damages only if the act, er- ror or omission, is negli- gently committed in the "administration" of your "employee benefit pro- gram", and 1) Occurs during the pol- icy period, or 2) Occurred prior to the effective date of this endorsement provided: a) You did not have knowledge of a claim or "suit" on or before the ef- fective date of this endorsement. You will be deemed to have knowledge of a claim or "suit' when any "author- ized representa- tive", Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 2 of 15 COVERAGE PREMIUM BASIS (a) Area (b) Payroll (c) Gross Sales (d) Units (e) Other RATE (For Limits in Excess of $5,000) ADVANCE PREMIUM (For Limits in Excess of $5,000) b. Care, Custody or Control $ TOTAL ANNUAL PREMIUM $ 11. Property Damage to Borrowed Equipment Each Occurrence Limit: $ 10,000 Deductible $ 250 C. Coverages: 1. Employee Benefit Liability Coverage a. The following is added to SECTION - COVERAGES: Employee Benefit Liability Coverage. (1) Insuring Agreement -(a) We will pay those sums that the insured becomes legally obligated to pay as dam- ages caused by any act, er- ror or omission of the in- sured, or of any other per- son for whose acts the in- sured is legally liable, to which this insurance ap- plies. We will have the right and duty to defend the in- sured against any "suit' seeking those damages However, we will have no duty to defend against any "suit" seeking damages to which this insurance does not apply. We may, at our discretion, investigate any report of an act, error or omission and settle any claim or "suit" that may re- sult. But. 1) The amount we will pay for damages is limited as described in SEC- TION III - LIMITS OF INSURANCE, and 2) Our right and duty to defend ends when we have used up the appli- cable limit of insurance in the payment of judgments or settle- ments. No other obligation or liabil- ity to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Pay- ments. (b) This insurance applies to damages only if the act, er- ror or omission, is negli- gently committed in the "administration" of your "employee benefit pro- gram", and 1) Occurs during the pol- icy period, or 2) Occurred prior to the effective date of this endorsement provided: a) You did not have knowledge of a claim or "suit" on or before the ef- fective date of this endorsement. You will be deemed to have knowledge of a claim or "suit' when any "author- ized representa- tive", Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 2 of 15 i) Reports all, or any part, of the act, error or omission to us or any other insurer; ii) Receives a written or ver- bal demand or claim for dam- ages because of the act, er- ror or omis- sion, and b) There is no other applicable insur- ance. (2) Exclusions This insurance does not apply to (a) Bodily Injury, Property Damage or Personal and Advertising Injury "Bodily injury", "property damage" or "personal and advertising injury" (b) Dishonest, Fraudulent, Criminal or Malicious Act Damages arising out of any intentional, dishonest, fraudulent, criminal or mali- cious act, error or omission, committed by any insured, including the willful or reck- less violation of any statute (c) Failure to Perform a Con- tract Damages arising out of fail- ure of performance of con- tract by any insurer. (d) Insufficiency of Funds Damages arising out of an insufficiency of funds to meet any obligations under any plan included in the "employee benefit pro - g ram" (e) Inadequacy of Perform- ance of Investment / Ad- vice Given With Respect to Participation Any daim based upon 1) Failure of any invest- ment to perform, 2) Errors in providing in- formation on past per - (f) (g) formance of investment vehicles; or 3) Advice given to any person with respect to that person's decision to participate or not to participate in any plan included in the "em- ployee benefit pro- gram" Workers' Compensation and Similar Laws Any daim arising out of your failure to comply with the mandatory provisions of any workers' compensation, un- employment compensation insurance, social security or disability benefits law or any similar law ERISA Damages for which any in- sured is liable because of li- ability imposed on a fiduci- ary by the Employee Re- tirement Income Security Act of 1974, as now or hereafter amended, or by any similar federal, state or local laws (h) Available Benefits Any claim for benefits to the extent that such benefits are available, with reasonable effort and cooperation of the insured, from the applicable funds accrued or other col- lectible insurance. (i) Taxes, Fines or Penalties Taxes, fines or penalties, including those imposed under the Internal Revenue Code or any similar state or local law (j) Employment -Related Practices Any liability arising out of any (1) Refusal to employ, (2) Termination of em- ployment; Coercion, demotion, evaluation, reassign- ment, discipline, defa- mation, harassment, humiliation, discrimina- tion or other employ - (3) Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 3 of 15 (3) ment-related practices, acts or omissions; or (4) Consequential liability as a result of (1), (2) or (3) above. This exdusion applies whether the insured may be held liable as an employer or in any other capacity and to any obligation to share damages with or repay someone else who must pay damages because of the injury. Supplementary Payments SECTION I - COVERAGES, SUPPLEMENTARY PAY- MENTS - COVERAGES A AND B also apply to this Coverage b. Who is an Insured As respects Employee Benefit Liabil- ity Coverage, SECTION II - WHO IS AN -INSURED is deleted in its en- tirety and replaced by the following (1) If you are designated in the Dec- larations as: (a) An individual, you and your spouse are insureds, but only with respect to the con- duct of a business of which you are the sole owner. (b) A partnership or joint ven- ture, you are an insured Your members, your part- ners, and their spouses are also insureds but only with respect to the conduct of your business. (c) A limited liability company, you are an insured Your members are also insureds, but only with respect to the conduct of your business. Your managers are insur- eds, but only with respect to their duties as your manag- ers. (d) An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and di- rectors are insureds, but only with respect to their du- ties as your officers or direc- tors. Your stockholders are also insureds, but only with respect to their liability as stockholders. (e) A trust, you are an insured. Your trustees are also in- sureds, but only with re- spect to their duties as trus- tees. (2) Each of the following is also an insured: (3) (a) Each of your "employees" who is or was authorized to administer your "employee benefit program". (b) Any persons, organizations or "employees" having proper temporary authoriza- tion to administer your "em- ployee benefit program" if you die, but only until your legal representative is ap- pointed. (c) Your legal representative if you die, but only with re- spect to duties as such. That representative will have all your rights and du- ties under this Coverage Part. Any organization you newly ac- quire or form, other than a part- nership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if no other simi- lar insurance applies to that or- ganization. However, coverage under this provision: (a) Is afforded only until the 180th day after you acquire or form the organization or the end_of the_policy period, whichever is earlier; and (b) Does not apply to any act, error or omission that was committed before you ac- quired or formed the organi- zation c. Limits of Insurance As respects Employee Benefit Liabil- ity Coverage, SECTION III - LIMITS OF INSURANCE is deleted in its en- tirety and replaced by the hollowing: (1) The Limits of Insurance shown in Section B. Limits of Insur- ance, 1. Employee Benefit Li- ability Coverage and the rules below fix the most we will pay regardless of the number of. (a) Insureds; Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 4 of 15 (b) Claims made or "suits" brought; (c) Persons or organizations making claims or bringing "su its", (d) Acts, errors or omissions; or (e) Benefits induded in your "employee benefit gro- gram" (2) The Aggregate Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages because of acts, errors or omissions negligently commit- ted in the "administration" of your "employee benefit pro- gram" Subject to the limit described in (2) above, the Each Employee Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages sus- tained by any one "employee", including damages sustained by such "employee's" dependents and beneficiaries, as a result of. (3) (a) An act, error or omission, or (b) A series of related acts, er- rors or omissions, regard- less of the amount of time that lapses between such acts, errors or omissions, negligently committed in the "administration" of your "em- ployee benefit program" However, the amount paid under this endorsement shall not ex- ceed, and will be subject -to the limits and restrictions that apply to the payment of benefits in any plan induded in the "employee benefit program" (4) Deductible Amount (a) Our obligation to pay dam- ages on behalf of the in- sured applies only to the amount of damages in ex- cess of the deductible amount stated in the Decla- rations as applicable to Each Employee. The limits of insurance shall not be re- duced by the amount of this deductible (b) The deductible amount stated in the Declarations applies to all damages sus- tained by any one "em- ployee", including such "em- ployee's" dependents and beneficiaries, because of all acts, errors or omissions to which this insurance ap- plies. (c) The terms of this insurance, including those with respect to 1) Our right and duty to defend the insured against any "suits" seeking those dam- ages; and 2) Your duties, and the duties of any other in- volved insured, in the event of an act, error or omission, or claim, apply irrespective of the ap- plication of the deductible amount. (d) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon no- tification of the action taken, you shall promptly reim- burse us for such part of the deductible amount as we have paid. d. Additional Conditions As respects Employee Benefit Li- ability Coverage, SECTION IV - COMMERCIAL GENERAL LIABIL- ITY CONDITIONS is amended as fol- lows: (1) Item 2. Duties in the Event of Occurrence, Offense, Claim or Suit is deleted in its entirety and replaced by the following: 2. Duties in the Event of an Act, Error or Omission, or Claim or Suit a. You must see to it that we are noti- fied as soon as practicable of an act, error or omission which may result in a claim. To the extent possible, no- tice should include: (1) What the act, error or omission was and when it occurred, and (2) The names and addresses of anyone who may suffer dam- ages as a result of the act, error or omission Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 5 of 15 b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received, and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. You and any other involved insured must. (1) Immediately send us copies of any demands, notices, sum- monses or legal papers received in connection with the claim or "suit", (2) Authorize us to obtain records and other information; Cooperate with us in the investi- gation or settlement of the claim or defense against the "suit'; and (3) (4) Assist us, upon our request, in the enforcement of any right against any person or organiza- tion which may be liable to the insured because of an act, error or omission to which this insur- ance may also apply. d. No insured will, except at that in- sured's own cost, voluntarily make a payment, assume any obligation, or incur any expense without our con- sent. (2) Item 5. Other Insurance is de- leted in its entirety and replaced by the following: 5. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is pri- mary except when c. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in b. below b. Method of Sharing If all of the other insur- ance permits contribu- tion by equal shares, we will follow this method also. Under this approach each in- surer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other in- surance does not per- mit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the -ratio of its applicable limit of in- surance to the total ap- plicable limits of insur- ance of all insurers. c. No Coverage This insurance shall not cover any loss for which the insured is en- titled to recovery under any other insurance in force previous to the ef- fective date of this Coverage Part. e. Additional Definitions As respects Employee Benefit Li- ability Coverage, SECTION V - DEFINITIONS is amended as fol- lows: (1) The following definitions are added 1. "Administration" means: a. Providing information to "employees", including their dependents and beneficiaries, with re- spect to eligibility for or scope of "employee benefit programs"; b. Interpreting the "em- ployee benefit pro- grams"; c. Handling records in connection with the "employee benefit pro- grams"; or d. Effecting, continuing or terminating any "em- ployee's" participation Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 6 of 15 in any benefit included in the "employee bene- fit program" However, "administration" does not include a. Handling payroll deduc- tions; or b. The failure to effect or maintain any insurance or adequate limits of coverage of insurance, including but not limited to unemployment in- surance, social security benefits, workers' com- pensation and disability benefits 2. "Cafeteria plans" means plan authorized by applica- ble law to allow "employ- ees" to elect to pay for cer- tain benefits with pre-tax dollars. 3. "Employee benefit pro- grams" means a program providing some or all of the following benefits to "em- ployees", whether provided through a "cafeteria plan" or otherwise a. Group life insurance, group accident or health insurance, den- tal, vision and hearing plans; and flexible spending accounts; provided that no one other than an "em- ployee" may subscribe to such benefits and such benefits are made generally available to those "employees" who satisfy the plan's eligi- bility requirements; b. Profit sharing plans, employee savings plans, employee stock ownership plans, pen- sion plans and stock subscription plans, pro- vided that no one other than an "employee" may subscribe to such benefits and such benefits are made gen- erally available to all "employees" who are eligible under the plan for such benefits; c. Unemployment insur- ance, social security benefits, workers' com- pensation and disability benefits; and d. Vacation plans, includ- ing buy and sell pro- grams, leave of ab- sence programs, in- cluding military, mater- nity, family, and civil leave, tuition assis- tance plans; transporta- tion and health dub subsidies. (2) The following definitions are de- leted in their entirety and re- placed by the following: 21. "Suit' means a civil pro- ceeding in which money damages because of an act, error or omission to which this insurance applies are alleged. "Suit' includes: a. An arbitration proceed- ing in which such dam- ages are daimed and to which the insured must submit or does submit with our con- sent; b. Any other alternative dispute resolution pro- ceeding in which such damages are claimed and to which the in- sured submits with our consent; or c. An appeal of a civil pro- ceeding 8. "Employee" means a per- son actively employed, for- merly employed, on leave of absence or disabled, or re- tired "Employee" includes a "leased worker" "Em- ployee" does not include a "temporary worker" 2. Unintentional Failure to Disclose Haz- a rds SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 7. Represen- tations is hereby amended by the addi- tion of the following: Based on our dependence upon your rep- resentations as to existing hazards, if un- intentionally you should fail to disdose all such hazards at the inception date of your policy, we will not reject coverage under this Coverage Part based solely on such failure Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 7 of 15 3. Damage to Premises Rented to You a. The last Subparagraph of Paragraph 2. SECTION I - COVERAGES, COVERAGE A. - BODILY INJURY AND PROPERTY DAMAGE, 2. LI- ABILITY Exclusions is hereby de- leted and replaced by the following Exclusions c. through q. do not apply to damage by fire, explosion, light- ning, smoke or soot to premises while rented to you or temporarily oc- cupied by you with permission of the owner. b. The insurance provided under SEC- TION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you (1) As respects Water Damage Le- gal Liability, as provided in Paragraph 3.b. above: The exclusions under SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABIL- ITY, 2. Exclusions, other than i. War and the Nuclear Energy Liability Exclusion, are deleted and the following are added This insurance does not apply to: (a) "Property damage" 1) Assumed in any con- tract; or 2) Loss caused by or re- sulting from any of the following: a) Wear and tear; b) Rust, corrosion, fungus, decay, de- terioration, hidden or latent defect or any quality in property that causes it to dam- age or destroy it- self c) Smog; d) Mechanical break- down including rupture or bursting caused by cen- trifugal force; e) Settling, cracking, shrinking or ex- pansion, or f) Nesting or infesta- tion, or discharge or release of waste products or secretions, by in- sects, birds, ro- dents or other animals. (b) Loss caused directly or indi- rectly by any of the follow- ing 1) Earthquake, volcanic eruption, landslide or any other earth move- ment; 2) Water that backs up or overflows from a sewer, drain or sump, 3) Water under the ground surface pressing on, or flowing or seeping through. a) Foundations, walls, floors or paved surfaces; b) Basements, whether paved or not; or c) Doors, windows or other openings. (c) Loss caused by or resulting from water that leaks or flows from plumbing, heat- ing, air conditioning, or fire protection systems caused by or resulting from freez- ing, unless: -. 1) You did your best to maintain heat in the building or structure, or 2) You drained the equipment and shut off the water supply if the heat was not main- tained (d) Loss to or damage to. 1) Plumbing, heating, air conditioning, fire pro- tection systems, or other equipment or ap- pliances; or 2) The interior of any building or structure, or to personal property in the building or structure caused by or resulting from rain, snow, sleet or ice, whether driven by wind or not. Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 8 of 15 c. Limit of Insurance The Damage to Premises Rented to You Limit as shown in the Declara- tions is amended as follows. (2) Paragraph 6. of SECTION III - LIMITS OF INSURANCE is hereby deleted and replaced by the following 6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, for damages because of "prop- erty damage" to premises while rented to you or tem- porarily occupied by you with permission of the owner, arising out of any one "occurrence" to which this insurance applies The amount we will pay is lim- ited as described in Section B. Limits of Insurance, 3. Dam- age to Premises Rented to You of this endorsement. (3) 4. Supplementary Payments Under SECTION I - COVERAGE, SUP- PLEMENTARY PAYMENTS - COVER- AGES A AND B: a. Paragraph 2. is replaced by the fol- lowing: Up to the limit shown in Section B. Limits of Insurance, 4.a. Bail Bonds of this endorsement for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage ap- plies. We do not have to furnish these bonds. b. Paragraph 4. is replaced by the fol- lowing: All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the daim or "suit", including actual loss of earnings up to the limit shown in Section B. Limits of Insurance, 4.b. Loss of Earnings of this en- dorsement per day because of time off from work. 5. Medical Payments The Medical Expense Limit of Any One Person as stated in the Declarations is amended to the limit shown in Section B. Limits of Insurance, 5. Medical Pay- ments of this endorsement. 6. Voluntary Property Damage and Care, Custody or Control Liability Coverage a. Voluntary Property Damage Cov- erage We will pay for "property damage" to property of others arising out of op- erations incidental to the insured's business when. (1) Damage is caused by the in- sured, or (2) Damage occurs while in the in- sured's possession. With your consent, we will make these payments regardless of fault. b. Care, Custody or Control Liability Coverage SECTION I - COVERAGES, COV- ERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions, j. Damage to Prop- erty, Subparagraphs (3), (4) and (5) do not apply to "property damage" to the property of others described therein. With respect to the insurance provided by this section of the endorsement, the fol- lowing additional provisions apply - a. The Limits of Insurance shown in the Declarations are replaced by the lim- its designated in Section B. Limits of Insurance, 6. Voluntary Property Damage and Care, Custody or Control Liability Coverage of this endorsement with respect to cover- age provided by this endorsement. These limits are inclusive of and not in addition to the limits being re- placed. The Limits of Insurance shown in Section B. Limits of Insur- ance, 6. Voluntary Property Dam- age and Care, Custody or Control Liability Coverage of this endorse- ment fix the most we will pay in any one "occurrence" regardless of the number of - (1) Insureds; (2) Claims made or "suits" brought, (3) or Persons or organizations making claims or bringing "suits" b. Deductible Clause (1) Our obligation to pay damages on your behalf applies only to the amount of damages for each "occurrence" which are in ex - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 9 of 15 cess of the deductible amount stated in Section B. Limits of Insurance, 6. Voluntary Prop- erty Damage and Care, Cus- tody or Control Liability Cov- erage of this endorsement. The limits of insurance will not be re- duced by the application of such deductible amount. (2) Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit, applies to each claim or "suit" irrespective of the amount. (3) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the ac- tion taken, you shall promptly re- imburse us for such part of the deductible amount as has been paid by us. 7. 180 Day Coverage for Newly Formed or Acquired Organizations SECTION II - WHO IS AN INSURED is amended as follows: Subparagraph a. of Paragraph 4. is hereby deleted and replaced by the fol- lowing: a. Insurance under this provision is af- forded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 8. Waiver of Subrogation SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 9. Transfer of Rights of Recovery Against Others to Us is hereby amended by the addition of the following We waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongo- ing operations or "your work" done under a written contract requiring such waiver with that person or organization and in- cluded in the "products -completed opera- tions hazard". However, our rights may only be waived prior to the "occurrence" giving rise to the injury or damage for which we make payment under this Cov- erage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit' or transfer those rights to us and help us en- force those rights. 9. Automatic Additional Insured - Speci- fied Relationships a. The following is hereby added to SECTION II -WHO IS AN INSURED. (1) Any person or organization de- scribed in Paragraph 9.a.(2) be- low (hereinafter referred to as additional insured) whom you are required to add as an addi- tional insured under this Cover- age Part by reason of. (a) A written contract or agree- ment; or (b) An oral agreement or con- tract where a certificate of insurance showing that per- son or organization as an additional insured has been issued, is an insured, provided: (a) The written or oral contract or agreement is: 1) Currently in effect or becomes effective dur- ing the policy period; and 2) Executed prior to an "occurrence" or offense to which this insurance would apply, and (b) They are not specifically named as an additional in- sured under any other pro- vision of, or endorsement added to, this Coverage Part. (2) Only the following persons or organizations are additional in- sureds under this endorsement, and insurance coverage pro- vided to such additional insureds is limited as provided herein (a) The manager or lessor of a premises leased to you with whom you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to liability aris- ing out of the ownership, maintenance or use of that part of a premises leased to you, subject to the following additional exclusions: This insurance does not ap- ply to: 1) Any "occurrence" which takes place after you cease to be a tenant in that premises. 2) Structural alterations, new construction or demolition operations performed by or on be - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 10 of 15 half of such additional insured (b) Any person or organization from which you lease equipment with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance. Such person(s) or organization(s) are insureds solely with respect to their liability arising out of the maintenance, operation or use by you of equipment leased to you by such per- son(s) or organizations(s). However, this insurance does not apply to any "oc- currence" which takes place after the equipment lease expires. (c) Any person or organization (referred to below as ven- dor) with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance, but only with re- spect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the ven- dor's business, subject to the following additional ex- clusions. 1) The insurance afforded the vendor does not apply to a) "Bodily injury" or "property damage" for which the ven- dor is obligated to pay damages by reason of the as- sumption of liabil- ity in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; b) Any express war- ranty unauthorized by you; c) Any physical or chemical change in the product made intentionally by the vendor; d) Repackaging, unless unpacked Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. solely for the pur- pose of inspection, demonstration, testing, or the substitution of parts under in- structions from the manufacturer, and then repackaged in the original con- tainer; e) Any failure to make such inspec- tions, adjustments, tests or servicing as the vendor has agreed to make or normally under- takes to make in the usual course of business, in connection with the distribution or sale of the prod- ucts; f) Demonstration, in- stallation, servic- ing or repair op- erations, except such operations performed at the vendor's premises in connection with the sale of the product; Products which, after distribution or sale by you, have been labeled or re- labeled or used as a container, part or ingredient of any other thing or sub- stance by or for the vendor. g) 2) This insurance does not apply to any in- sured person or organi- zation a) From whom you have acquired such products, or any ingredient, part or container, entering into, ac- companying or containing such products; or b) When liability in- cluded within the "products- completed products- completed opera- tions hazard" has Page 11 of 15 been excluded under this Cover- age Part with re- spect to such products. (d) Any state or political subdi- _vision with which you have agreed per Paragraph 9.a.(1) above to provide in- surance, subject to the fol- lowing additional provision This insurance applies only with respell to the following hazards for which the state or political subdivision has issued a permit in connec- tion with premises you own, rent or control and to which this insurance applies: 1) The existence, mainte- nance, repair, construc- tion, erection, or re- moval of advertising signs, awnings, cano- pies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or 2) The construction, erec- tion, or removal of ele- vators; or 3) The ownership, main- tenance, or use of any elevators covered by this insurance. (e) Any state or political subdi- vision with which you have agreed per Paragraph 9.a.(1) above to provide in- surance, subject to the fol- lowing provisions: 1) This insurance applies only with respect to op- erations performed by you or on your behalf for which the state or political subdivision has issued a permit. 2) This --insurance does not apply to "bodily in- jury", "property dam- age" or "personal and advertising injury" aris- ing out of operations performed for the state or political subdivision. (3) (f) Any person or organization with which you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to liability arising out of "your work" performed for that additional insured by you or on your behalf. A person or organi- zation's status as an insured under this provision of this endorsement continues for only the period of time re- quired by the written con- tract or agreement, but in no event beyond the expiration date of this Coverage Part. If there is no written contract or agreement, or if no pe- riod of time is required by the written contract or agreement, a person or or- ganization's status as an in- sured under this endorse- ment ends when your op- erations for that insured are completed. Any insurance provided to an additional insured designated under Paragraph 9.a.(2): (a) Subparagraphs (e) and (f) does not apply to "bodily in- jury" or "property damage" included within the "prod- ucts -completed operations hazard", (b) Subparagraphs (a), (b), (d), (e) and (f) does not apply to "bodily injury'", "property damage" or "personal and advertising injury" arising out of the sole negligence or willful misconduct of the ad- ditional insured or their agents, "employees" or any other representative of the additional insured, or (c) Subparagraph (f) does not apply to "bodily injury", "property damage" or "per- sonal and advertising injury" arising out of 1) Defects in design fur- nished by or on behalf ---'of the additional in-- sured, or 2) The rendering of, or failure to render, any professional architec- tural, engineering or surveying services, in- cluding Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 12 of 15 a) The preparing, approving or fail- ing to prepare or approve maps, shop drawings, opinions, reports, surveys, field or- ders, change or- ders or drawings and specifications; and b) Supervisory, in- spection, architec- tural or engineer- ing activities. 3) "Your work" for which a consolidated (wrap-up) insurance program has been provided by the primecontractor-project manager or owner of the construction project in which you are in- volved. b. Only with regard to insurance pro- vided to an additional insured desig- nated under Paragraph 9.a.(2) Sub- paragraph (f) above, SECTION III - LIMITS OF INSURANCE is amended to include The limits applicable to the additional insured are those specified in the written contract or agreement or in the Dedarations of this Coverage Part, whichever are less. If no limits are specified in the written contract or agreement, or if there is no written contract or agreement, the limits ap- plicable to the additional insured are those specified in the Dedarations of this Coverage Part. The limits of in- surance are indusive of and not in addition to the limits of insurance shown in the Declarations. c. SECTION IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS is hereby amended as follows. (1) Condition 5. Other Insurance is amended to include. (a) Where required by a written contract or agreement, this insurance is primary and / or noncontributory as re- spects any other insurance policy issued to the addi- tional insured, and such other insurance policy shall be excess and / or noncon- tributing, whichever applies, with this insurance (b) Any insurance provided by this endorsement shall be primary to other insurance available to the additional insured except: 1) As otherwise provided in SECTION IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS, 5. Other Insurance, b. Excess Insurance, or 2) For any other valid and collectible insurance available to the addi- tional insured as an additional insured by attachment of an en- dorsement to another insurance policy that is written on an excess basis. In such case, the coverage provided under this endorsement shall also be excess. (2) Condition 11. Conformance to Specific Written Contract or Agreement is hereby added 11. Conformance to Specific Written Contract or Agreement With respect to additional insureds described in Para- graph 9.a.(2)(f) above only If a written contract or agreement between you and the additional insured specifies that coverage for the additional insured a. Be provided by the In- surance Services Office additional insured form number CG 20 10 or CG 20 37 (where edi- tion specified), or b. Include coverage for completed operations; or c. Include coverage for "your work", and where the limits or cov- erage provided to the addi- tional insured is more re- strictive than was specifi- cally required in that written contract or agreement, the terms of Paragraphs 9.a.(3)(a), 9.a.(3)(b) or 9.b. above, or any combination thereof, shall be interpreted as providing the limits or coverage required by the terms of the written contract Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 13 of 15 or agreement, but only to the extent that such limits or coverage is included within the terms of the Coverage Part to which this endorse- ment is attached. If, how- ever, the written contract or agreement specifies the In- surance Services Office ad- ditional insured form num- ber CG 20 10 but does not specify which edition, or specifies an edition that does not exist, Paragraphs 9.a.(3)(a) and 9.a.(3)(b) of this endorsement shall not apply and Paragraph 9.b. of this endorsement shall ap- ply. 10. Broadened Contractual Liability - Work Within 50' of Railroad Property It is hereby agreed that Paragraph f.(1) of Definition 12. "Insured contract" (SEC- TION V - DEFINITIONS) is deleted. 11. Property Damage to Borrowed Equip- ment a. The following is hereby added to Ex- clusion j. Damage to Property of Paragraph 2., Exclusions of SEC- TION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY Paragraphs (3) and (4) of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used to perform opera- tions at the time of loss. b. With respect to the insurance pro- vided by this section of the endorse- ment, the following additional provi- sions apply: (1) The Limits of insurance shown in the Declarations are replaced by the limits designated in Section B. Limits of Insurance, 11. of this endorsement with respect to coverage provided by this en- dorsement. These limits are in- clusive of and not in addition to the limits being replaced. The Limits of Insurance shown in Section B. Limits of Insurance, 11. of this endorsement fix the most we will pay in any one "oc- currence" regardless of the number of. (a) Insureds; (b) Claims made or "suits" brought; or (c) Persons or organizations making claims or bring "suits". (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible amount stated in Section B. Limits of Insur- ance, 11. of this endorse- ment. The limits of insur- ance will not be reduced by the application of such De- ductible amount. (b) Condition 2. Duties in the Event of Occurrence, Of- fense, Claim or Suit, ap- plies to each claim or "suit" irrespective of the amount. (c) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon no- tification of the action taken, you shall promptly reim- burse us for such part of the deductible amount as has been paid by us. 12. Employees as Insureds - Specified Health Care Services It is hereby agreed that Paragraph 2.a.(1)(d) of SECTION II - WHO IS AN INSURED, does not apply to your "em- ployees" who provide professional health care services on your behalf as duly li- censed: a. Nurses; b. Emergency Medical Technicians; or c. Paramedics, in the jurisdiction where an "occurrence" or offense to which this insurance applies takes place. 13. Broadened Notice of Occurrence Paragraph a. of Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit (SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDI- TIONS) is hereby deleted and replaced by the following: a. You must see to it that we are noti- fied as soon as practicable of an "oc- currence" or an offense which may result in a daim To the extent pos- sible, notice should include (1) How, when and where the "oc- currence" or offense took place; Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 14 of 15 (2) The names and addresses of any injured persons and wit- nesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense This requirement applies only when the "occurrence" or offense is known to an "authorized representative" Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission Page 15 of 15 gate Limit of Insurance, Paragraph 2.b., or the Construction Project General Ag- gregate Limit of Insurance, Paragraph 2.c. applies. b. A separate Location General Aggregate Limit of Insurance, equal to the amount of the General Aggregate Limit shown in the Declarations, shall apply to each location owned by, or rented or leased to you and is the most we will pay for the sum of: (1) Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, except dam- ages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and (2) Medical expenses under COVER- AGE C. MEDICAL PAYMENTS, which can be attributed to operations at only a single location owned by, or rented or leased to you c. A separate Construction Project General Aggregate Limit of Insurance, equal to the amount of the General Aggregate Limit shown in the Declarations, shall ap- ply to each construction project and is the most we will pay for the sum of: (1) Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, except dam- ages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and (2) Medical expenses under COVER- AGE C. MEDICAL PAYMENTS; which can be attributed only to ongoing operations and only at a single construc- tion project. d. Only for the purpose of determining which General Aggregate Limit of Insurance, 2.a., 2.b., or 2.c., applies: (1) Location means premises involving the same or connecting lots, or premises, whose connection is inter- rupted only by a street, roadway, waterway or right-of-way of a rail- road. (2) Construction project means a loca- tion you do not own, rent or lease where ongoing improvements, al- terations, installation, demolition or maintenance work is performed by you or on your behalf. All connected ongoing improvements, alterations, installation, demolition or mainte- nance work performed by you or on GA1011204 your behalf at the same location for the same persons or organizations, no matter how often or under how many different contracts, will be deemed to be a single construction project. 3. The Products -Completed Operations Aggre- gate Limit is the most we will pay under COV- ERAGE A. BODILY- INJURY AND PROP- ERTY DAMAGE LIABILITY for damages be- cause of "bodily injury" and "property dam- age" included in the "products -completed op- erations hazard". 4. Subject to 2.a. above, the Personal and Ad- vertising Injury Limit is the most we will pay under COVERAGE B. PERSONAL AND AD- VERTISING INJURY LIABILITY for the sum of all damages because of all "personal and ad- vertising injury" sustained by any one person or organization. 5. Subject to 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of - a. Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LI- ABILITY;and b. Medical expenses under COVERAGE C. MEDICAL PAYMENTS; because of all "bodily injury" and "property damage" arising out of any one "occurrence". 6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY for dam- ages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. 7. Subject to 5. above, the Medical Expense Limit is the most we will pay under COVER- AGE C. MEDICAL PAYMENTS for all medical expenses because of "bodily injury" sustained by any one person. The Limits of Insurance of this Coverage Part ap- ply separately to each "coverage term". SECTION IV - COMMERCIAL GENERAL LI- ABILITY CONDITIONS 1. Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. 2. Duties in the Event of Occurrence, Offense, Claim or Suit a. You must see to it that we are notified as soon as practicable of an "occurrence" or Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 13 of 22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below Endorsement Effective Policy Number' Named Insured Countersigned by' (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SECTION II - LIABILITY COVERAGE, A. Cover- age, I. Who is an Insured is amended to include as an insured any person or organization with which you have agreed in a valid written contract to provide insurance as is afforded by this policy This provision is limited to the scope of the valid written contract. This provision does not apply unless the valid written contract has been executed prior to the "bodily injury" or "property damage" AA 4171 11 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF SUBROGATION - AUTO This endorsement modifies insurance provided under the following BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective Policy Number. Named Insured Countersigned by. (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. Blanket Waiver of Subrogation SECTION IV - BUSINESS AUTO CONDI- TIONS, A. Loss Conditions, 5. Transfer of Rights of Recovery Against Others to Us is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because AA 4172 09 09 of payments we make for "bodily injury" or "property damage" arising out of the operation of a covered "auto" when you have assumed liability for such "bodily injury" or "property damage" under an "insured contract", pro- vided the "bodily injury" or "property damage" occurs subsequent to the execution of the "in- sured contract" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ViWashington State Department of Transportation Recycled Materials Reporting Contract Number Contract Title Contractor Engineer Reclaimed Hot Mix Asphalt Recycled Concrete Aggregate Recycled Glass Steel Furnace Slag Other Recycled Aggregates Contract Total Quantity Fine Aggregate for Portland Cement Concrete 9-03.1(2) Coarse Aggregate for Portland Cement Concrete 9-03.1(4) Coarse Aggregate for Commercial Concrete 9-03.1(4) Aggregates for Hot Mix Asphalt 9-03.8 see below - f Ballast 9-03.9(1) Permeable Ballast 9-03.9(2) Crushed Surfacing 9-03.9(3) Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundations 9-03.12(1) Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 I Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Foundation Material Class A and Class B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Other Aggregate Materials (total quantity not required) 9-03 TOTAL (recycled materials and contract total quantity) 0 0 0 0 0 0. Reclaimed Hot Mix Asphalt Reclaimed Asphalt Shingles Steel Furnace Slag Other Recycled Materials Total Quantity Hot Mix Asphalt 5-04.2 0 I declare that the statements made in this document, including attachments, are complete, true and accurate. Signed by an authorized representative of the Contractor Contractor Representative Name I Title Date Signature INSTRUCTIONS: The Contractor shall report the quantity in tons for each type of recycled material that was used for each of the listed materials. If the Contract did not include the listed material or recycled materials were not used for this material a "0" shall be entered in the box. The Standard Specifications in Section 9-03.21 do not allow the use of recycled materials in the boxes that are shaded. If the Contract Provisions allowed and the Contractor utilized recycled materials for any of these items the amount of recycled material shall be entered in the box. The contract total quantity for each aggregate material (e g., Fine Aggregate for Portland Cement Concrete) is the total weight in tons and includes both recycled and natural occurring materials The total quantity for hot mix asphalt (HMA) is the total HMA weight in tons and includes recycled asphalt pavement (RAP) and new HMA materials. Other recycled aggregates include other material sources that are utilized on a project. These sources include on-site recycling and aggregates from returned (uncured) concrete. Roadway excavation and embankment are not allowed in the quantity for other aggregate materials or other recycled aggregates. Attach cost estimates as required in Section 1-06.6 of the Standard Specifications when the total percentage of recycled aggregate and concrete is less than 25 percent of the required amount for the entire Contract. DOT Form 350-075 Revised 06/2016 'Tu. 6e 5,_Jr›, . cz ec u- A-Ja,R-b ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 141 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 142 PROPOSAL Safe Routes to Schools — Adams & Washington School Sidewalks Re -Bid State Aid No. HLP-SR15(018) City Project No. 2412 The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK 0 ($ ) PAYABLE TO THE CITY TREASURER PROPOSAL BOND 78 IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) l & SIGNATURE OF AUTHORIZED OFFICIAL(s) 1 sU5-3n.- 13 7 FIRM NAME (ADDRESS) 'P0 3 -79,4 PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER ?'4ort-ETli\c.C13o 31 FEDERAL ID No. 2-1 c=.141-717 IoId1 WA STATE EMPLOYMENT SECURITY REFERENCE NO. SS -7 3C 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. ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 143 1 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 144 � Washington State r!/ Department of Transportation Contractor Certification Wage Law Compliance - Responsibility Criteria Washington State Public Works Contracts FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD I hereby certify, under penalty of perjury under the laws of the State of Washington, on behalf of the firm identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final and binding citation and notice of assessment issued by the Washington State Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision of RCW chapters 49.46, 49.48, or 49.52 within three (3) years prior to the date of the Call for Bids. Bidder Name: Mo kr.. r o t� (lo., Co -1 J 1✓Lci7b,, C.)/.iD Name of Contractor/Bidder - Print full legal entity name of firm By: ._ ..,_ 6, 46.1. Signature of authorized person Print Name of person making certifications for firm Title: Com. -21_ Title of person signing certificate Print city and state where signed Place: ( _ U G( .9`i 42 Date: rf h--71 1'7 Form 272-009 08/2017 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 145 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 146 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 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 laws 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: l/VL -- -- 4 . • Dated this 27 day of , 20 Signature Printed Name. Phone #. 5'D1 - 5'1'? 7 Email Address 2n _f5o h -corp . C ‘1,0t ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 147 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 148 NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct. 1 That the aforesigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted 2 That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: 1 -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5 00 p.m , Eastern time Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General All information will be treated confidentially and caller anonymity will be respected. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 149 NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows. (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin Such action shall include, but not be limited to the following employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor *(5) The contractor will furnish all information and reports required by Executive Order No 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States " ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 150 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 151 RESOLUTION N0. D g' 48 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. LL�� ADOPTED BY THE CITY COUNCIL this �,QLftday of 1983. c_ >'( rnnn ATTEST: City Clerk ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 152 ri A Mtix-t .+1 CcQ_,Q Ma y o r AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps. a The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore 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. ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 153 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 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. k The contractor shall make every effort to promote after school, summer and vacation employment to minority youth The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid 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 ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 154 1 BIDDER CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: �o eza. o _� x (f /so,-, Cidx 5�.��7JoL, •-, certifies that: (BIDDER) 1 It intends to use the following listed construction trades in the work under the contract l/Lf�✓vns o r• -r1 and, as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being and, 2 It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 155 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 156 SUBCONTRACTOR CERTIFICATION Subcontractors' Certification is not required at the time of bid This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1 It intends to use the following listed construction trades in the work under the subcontract and, As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being and, 2 It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions (Signature of Authorized Representative of Subcontractor) 3� Svc rk ` �0 d Akzd —rM— 5- ADAMS/WASHINGTON ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 157 I ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 158 MATERIALLY AND RESPONSIVENESS The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable) Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non-compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or Subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 159 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 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 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 160 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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, cashier's check or cash. The amount shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder E. CONTRACTOR CERTIFICATION WAGE LAW COMPLIANCE FORM The included WSDOT Form 272-009 must be submitted with the bid The following forms must be received prior to the Contract being executed: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her Surety Company C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07 18 (APWA) of the Standard Specifications and Special Provisions. D. E -VERIFY COMPLIANCE DECLARATION Refer to Section 1-02 15. A signed E -Verify Compliance Declaration must be submitted or on file with the City ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 161 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39 12 060 as amended Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504-4540 Telephone 360-902-5335 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 131 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 132 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key Journey Level Prevailing Wage Rates forthe Effective Date: 11/212017 ''..';:',,••••-',,':„,:-"-:':,,,,,'-,:'.,: Yakima Asbestos Abatement Workers Journey Leve $17.83 1 Yakima Boilermakers Journey Level $64.54 5N 1C Yakima Brick Mason Journey Level $47 64 5A 1M Yakima Building Service Employees Janitor $11 00 1 Yakima Building Service Employees Shampooer $11.14 1 Yakima Building Service Employees Waxer $11 00 1 Yakima Building Service Employees Window Cleaner $11 00 1 Yakima Cabinet Makers (In Shop) Journey Level $16 35 1 Yakima Carpenters Journey Level $29 72 1 Yakima Cement Masons Journey Level $42.00 7B YW Yakima Divers & Tenders BellNehicle or Submersible Operator (Not Under Pressure) � $11054 5D 4C Yakima Divers & Tenders Dive Supervisor/Master $72.97 6D 4C Yakima Divers & Tenders Diver $110.54 5D 4C 8V Yakima Divers & Tenders Diver On Standby $67.97 5D 4C Yakima Divers & Tenders Diver Tender $61 65 5D 4C Yakima Divers & Tenders Manifold Operator $61 65 5D 4C Yakima Divers & Tenders Manifold Operator Mixed Gas $66 65 5D 4C Yakima Divers & Tenders Remote Operated Vehicle Operator/Technician $61 65 5D 4C Yakima Divers & Tenders Remote Operated Vehicle Tender $57 43 5A 4C Yakima Dredge Workers Assistant Engineer 85844 5D 3F Yakima Dredge Workers Assistant Mate (Deckhand) $56 00 5D 3F Yakima Dredge Workers Boatmen $56 44 5D 3F Yakima Dredge Workers Engineer Welder $57 51 5D 3F Yakima Dredge Workers Lovorman.Hydnsu|iu $58 67 5D 3F Yakima Dredge Workers Mates $56 44 5D 3F Yakima Dredge Workers Oiler $56 00 5D 3F Yakima Drywall Applicator Journey Level $42.32 6D 4C Yakima Drywall Tapers Journey Level $38 78 TE 19 Yakima Electrical Fixture Maintenance Workers Journey Level $43.32 1 Yakima Electricians - Inside Cable Splicer $63 18 5A lE Yakima Electricians Inside Journey Level $61 07 5A YE Yakima Electricians Inside Welder $65.28 5A 1E Yakima Electricians Motor Shop Craftsman $15 37 1 Yakima Electricians - Motor Shop Journey Level $14 69 1 Yakima Electricians - Powerline Construction Cable Splicer $73 93 5A 4D Yakima Electricians - Powerline Construction Certified Line Welder $67 60 5A 4D Yakima Electricians - Powerline Construction Groundperson $45 49 5A 4D Yakima Electricians - Powerline Construction Heavy Line Equipment Operator $67 60 5A 4D Yakima Electricians - Powerline Construction Journey Level Lineperson $67 60 5A 4D Yakima Electricians - Powerline Construction Line Equipment Operator $57 02 5A 4D Yakima Electricians - Powerline Construction Pole Sprayer $67 60 5A 4D Yakima Electricians - Powerline Construction Powderperson $50 76 5A 4D Yakima Electronic Technicians Journey Level $23 40 1 Yakima Elevator Constructors Mechanic $90 39 7D 4A Yakima Elevator Constructors Mechanic In Charge $100.22 7D 4A Yakima Fabricated Precast Concrete Products Craftsman - In -Factory Work Only $11 00 1 Yakima Fabricated Precast Concrete Products Journey Level - In -Factory Work Only $11 00 1 Yakima Fence Erectors Fence Erector $13 79 1 Yakima Flamers Journey Level $24 62 1 Yakima Glaziers Journey Level $22.43 61 1B Yakima Heat & Frost Insulators And Asbestos Workers Journey Level $25 32 1 Yakima Heating Equipment Mechanics Journey Level $34 85 1 Yakima Hod Carriers & Mason Tenders Journey Level $38 73 7A 31 Yakima Industrial Power Vacuum Cleaner Journey Level $11 00 1 Yakima Inland Boatmen Journey Level $11 00 1 Yakima Inspection/Cleaning/Sealing Of Sewer & Water Cleaner Operator, Foamer Operator $11 00 1 Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer & Water Grout Truck Operator $11 48 1 Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer & Water Head Operator $12.78 1 Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer & Water Technician $11 00 1 Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer & Water Tv Truck Operator $11 00 1 Systems By Remote Control Yakima Insulation Applicators Journey Level $42.32 5D 4C Yakima Ironworkers Journeyman $59 40 7N 10 Yakima Laborers Air, Gas Or Electric Vibrating Screed $37 63 7A 31 Yakima Laborers Airtrac Drill Operator $38 73 7A 31 Yakima Laborers Ballast Regular Machine $37 63 7A 31 Yakima Laborers Batch Weighman $35 34 7A 31 Yakima Laborers Brick Pavers $37 63 7A 31 Yakima Laborers Brush Cutter $37 63 7A 31 Yakima Laborers Brush Hog Feeder $37 63 7A 31 Yakima Laborers Burner $37 63 7A 31 Yakima Laborers Caisson Worker $38 73 7A 31 Yakima Laborers Carpenter Tender $37 63 7A 31 Yakima Laborers Cement Dumper -paving $38.27 7A 31 Yakima Laborers Cement Finisher Tender $37 63 7A 31 Yakima Laborers Change House Or Dry Shack $37 63 7A 31 Yakima Laborers Chipping Gun (under 30 Lbs) $37 63 7A 31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Laborers Chipping Gun(30 Lbs. And Over) $38.27 7A 31 Yakima Laborers Choker Setter $37 63 7A 31 Yakima Laborers Chuck Tender $37 63 7A. 31 Yakima Laborers Clary Power Spreader $38.27 7A 31 Yakima Laborers Clean-up Laborer $37 63 7A 31 Yakima Laborers Concrete Dumper/chute Operator $38.27 7A 31 Yakima Laborers Concrete Form Stripper $37 63 7A 31 Yakima Laborers Concrete Placement Crew $38.27 7A 31 Yakima Laborers Concrete Saw Operator/core Driller $38.27 7A 31 Yakima Laborers Crusher Feeder $35.34 7A 31 Yakima Laborers Curing Laborer $37 63 7A 31 Yakima Laborers Demolition. Wrecking & Moving (incl. Charred Material) $37 63 7A 31 Yakima Laborers Ditch Digger $37 63 7A 31 Yakima Laborers Diver $38 73 7A 31 Yakima Laborers Drill Operator (hydraulic,diamond) $38.27 7A 31 Yakima Laborers Dry Stack Walls $37 63 7A 31 Yakima Laborers Dump Person $37 63 7A 31 Yakima Laborers Epoxy Technician $37 63 7A 31 Yakima Laborers Erosion Control Worker $37 63 7A 31 Yakima Laborers Faller & Bucker Chain Saw $38.27 7A 31 Yakima Laborers Fine Graders $37.63 7A 31 Yakima Laborers Firewatch $35 34 7A 31 Yakima Laborers Form Setter $37 63 7A 31 Yakima Laborers Gabian Basket Builders $37 63 7A 31 Yakima Laborers General Laborer $37.63 7A 31 Yakima Laborers Grade Checker & Transit Person $38 73 7A 31 Yakima Laborers Grinders $37 63 7A 31 Yakima Laborers Grout Machine Tender $37 63 7A 31 Yakima Laborers Groutmen (pressure)including Post Tension Beams $38.27 7A 31 Yakima Laborers Guage and Lock Tender $38 83 7A 31 80 Yakima Laborers Guardrail Erector $37 63 7A 31 Yakima Laborers Hazardous Waste Worker (level A) $38 73 7A 31 Yakima Laborers Hazardous Waste Worker (level B) $38.27 7A 31 Yakima Laborers Hazardous Waste Worker (level C) $37 63 7A 31 Yakima Laborers High Scaler $38.73 7A 31 Yakima Laborers Jackhammer $38.27 7A 31 Yakima Laborers Laserbeam Operator $38.27 7A 31 Yakima Laborers Maintenance Person $37 63 7A 31 Yakima • Laborers Manhole Builder-mudman $38.27 7A 31 Yakima Laborers Material Yard Person $37 63 7A 31 Yakima Laborers Motorman -dinky Locomotive $38.27 7A 31 Yakima Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bia $38.27 7A 31 Yakima Laborers Pavement Breaker $38.27 7A 31 Yakima Laborers Pilot Car $35 34 7A 31 Yakima Laborers Pipe Layer(lead) $38 73 7A 31 Yakima Laborers Pipe Layer/tailor $38.27 7A 31 Yakima Laborers Pipe Pot Tender $38.27 7A 31 Yakima Laborers Pipe Reliner $38.27 7A 31 Yakima Laborers Pipe Wrapper $38.27 7A 31 Yakima Laborers Pot Tender $37 63 7A 31 Yakima Laborers Powderman $38 73 7A 31 Yakima Laborers Powderman's Helper $37 63 7A 31 Yakima Laborers Power Jacks $38 27 7A 31 Yakima Laborers Railroad Spike Puller - Power $38 27 7A 31 Yakima Laborers Raker - Asphalt $38 73 7A 31 Yakima Laborers Re-timberman $38 73 7A 31 Yakima Laborers Remote Equipment Operator $38.27 7A 31 Yakima Laborers Rigger/signal Person $38.27 7A 31 Yakima Laborers Rip Rap Person $37 63 7A 31 Yakima Laborers Rivet Buster $38.27 7A 31 Yakima Laborers Rodder $38.27 7A 31 Yakima Laborers Scaffold Erector $37 63 7A 31 Yakima Laborers Scale Person $37 63 7A 31 Yakima Laborers Sloper (over 20") $38.27 7A 31 Yakima Laborers Sloper Sprayer $37 63 7A 31 Yakima Laborers Spreader (concrete) $38.27 7A 31 Yakima Laborers Stake Hopper $37 63 7A 31 Yakima Laborers Stock Piler $37 63 7A 31 Yakima Laborers Tamper & Similar Electric, Air & Gas Operated Tools $38 27 7A - 31 Yakima Laborers Tamper (multiple & Self-propelled) $38.27 7A 31 Yakima Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $38.27 7A 31 Yakima Laborers Toolroom Person (at Jobsite) $37 63 7A 31 Yakima Laborers Topper $37 63 7A 31 Yakima Laborers Track Laborer $37 63 7A 31 Yakima Laborers Track Liner (power) $38.27 7A 31 Yakima Laborers Traffic Control Laborer $37 46 7A 31 8R Yakima Laborers Traffic Control Supervisor $37 46 7A 31 8R Yakima Laborers Truck Spotter $37 63 7A 31 Yakima Laborers Tugger Operator $38.27 7A 31 Yakima Laborers Tunnel Work -Miner $38 83 7A 31 8Q Yakima Laborers Vibrator $38.27 7A 31 Yakima Laborers Vinyl Seamer $37 63 7A 31 Yakima Laborers Watchman $32.24 7A 31 Yakima Laborers Welder $38.27 7A 31 Yakima Laborers Well Point Laborer $38.27 7A 31 Yakima Laborers Window Washer/cleaner $32.24 7A 31 Yakima Laborers - Underground Sewer & Water General Laborer & Topman $37 63 7A 31 Yakima Laborers - Underground Sewer & Water Pipe Layer $38.27 7A 31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Landscape Construction Irrigation Or Lawn Sprinkler Installers $11 00 1 Yakima Landscape Construction Landscape Equipment Operators Or Truck Drivers $15 45 1 Yakima Landscape Construction Landscaping Or Planting Laborers $11 00 1 Yakima Lathers Journey Level $42.32 5D 4C Yakima Marble Setters Journey Level $47 64 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 Yakima Metal Fabrication (In Shop) Laborer $1.1.00 1 Yakima Metal Fabrication (In Shop) Machine Operator $11 32 1 Yakima Metal Fabrication (In Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shop) Welder $11.32 1 Yakima Millwright Journey Level $26 05 1 Yakima Modular Buildings Journey Level $14 11 1 Yakima Painters Journey Level $33.40 6Z 1W Yakima Pile Driver Journey Level $55 84 5D 4C Yakima Plasterers Journey Level $54 89 , 70 1R - Yakima Playground & Park Equipment Installers Journey Level $11.00 1 Yakima Plumbers & Pipefitters Journey Level $78 33 6Z 10 Yakima Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P Yakima Power Equipment Operators Assistant Engineer $56.90 7A - 3C 8P Yakima Power Equipment Operators Barrier Machine (zipper) $59 96 7A 3C 8P Yakima Power Equipmerit Operators Batch Plant Operator, Concrete '$59 96 7A - 3C 8P Yakima Power Equipment Operators Bobcat $56.90 7A 3C 8P Yakima Power Equipment Operators Brokk - Remote Demolition Equipment $56.90 7A 3C 8P Yakima Power Equipment Operators Brooms $56 90 7A 3C 8P Yakima Power Equipment Operators Bump Cutter $59.96 . 7A 3C 8P Yakima Power Equipment Operators Cableways $60 49 7A 3C 8P Yakima Power Equipment Operators Chipper $59.96 - 7A ' 3C 8P Yakima Power Equipment Operators Compressor $56.90 7A 3C 8P Yakima Power Equipment Operators - Concrete Pump. Truck Mount With Boom Attachment Over 42 M $60 49 7A 3C 8P Yakima Power Equipment Operators Concrete Finish Machine -laser Screed $56 90 7A 3C 8P Yakima Power Equipment Operators = • Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $59 49 7A 3C 8P Yakima Power Equipment Operators Concrete Pump Truck Mount With Boom Attachment Up To 42m $59 96 7A 3C 8P Yakima • Power Equipment Operators Conveyors $59.49 . 7A . 3C 8P Yakima Power Equipment Operators Cranes Friction: 200 tons and over $62.33 7A 3C 8P Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $59 96 7A 3C 8P Yakima Power Equipment Operators Cranes. 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $61 10 7A 3C 8P Yakima Power Equipment Operators Cranes. 200 tons- 299 tons,,or 250' of boom jib7A including with attachments •$61.72 — 3C 8P Yakima Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $62.33 7A 3C 8P Yakima Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With $60 49 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Attachments) Yakima Power Equipment Operators Cranes. A -frame - 10 Tons And Under $56 90 7A 3C 8P Yakima Power Equipment Operators Cranes. Friction cranes through 199 tons $61 72 7A 3C 8P Yakima Power Equipment Operators Cranes. Through 19 Tons With Attachments A -frame Over 10 Tons $59 49 7A 3C 8P Yakima Power Equipment Operators Crusher $59 96 7A 3C 8P Yakima Power Equipment Operators Deck Engineer/deck Winches (power) $59 96 7A 3C 8P Yakima Power Equipment Operators Derricks. On Building Work $60 49 7A 3C 8P Yakima Power Equipment Operators Dozers D-9 & Under $59 49 7A 3C 8P Yakima Power Equipment Operators Drill Oilers Auger Type, Truck Or Crane Mount $59 49 7A 3C 8P Yakima Power Equipment Operators Drilling Machine $61 10 7A 3C 8P Yakima Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $56 90 7A 3C 8P Yakima Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $59 96 7A 3C 8P Yakima Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $59 49 7A 3C 8P Yakima Power Equipment Operators Forklifts Under 3000 Lbs. With Attachments $56 90 7A 3C 8P Yakima Power Equipment Operators Grade Engineer Using Blue Prints, Cut Sheets, Etc $59 96 7A 3C 8P Yakima Power Equipment Operators Gradechecker/stakeman $56 90 7A 3C 8P Yakima Power Equipment Operators Guardrail Punch $59 96 7A 3C 8P Yakima Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards & Over $60 49 7A 3C 8P Yakima Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $59 96 7A 3C 8P Yakima Power Equipment Operators Horizontal/directional Drill Locator $59 49 7A 3C 8P Yakima Power Equipment Operators Horizontal/directional Drill Operator $59 96 7A 3C 8P Yakima Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $59 49 7A 3C 8P Yakima Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $56 90 7A 3C 8P Yakima Power Equipment Operators Loader, Overhead 8 Yards & Over $61 10 7A 3C 8P Yakima Power Equipment Operators Loader, Overhead, 6 Yards But Not Including 8 Yards $60 49 7A 3C 8P Yakima Power Equipment Operators Loaders, Overhead Under 6 Yards $59 96 7A 3C 8P Yakima Power Equipment Operators Loaders, Plant Feed $59 96 7A 3C 8P Yakima Power Equipment Operators Loaders. Elevating Type Belt $59 49 7A 3C 8P Yakima Power Equipment Operators Locomotives, All $59 96 7A 3C 8P Yakima Power Equipment Operators Material Transfer Device $59 96 7A 3C 8P Yakima Power Equipment Operators Mechanics, All (leadmen - $0 50 Per Hour Over Mechanic) $61 10 7A 3C 8P Yakima Power Equipment Operators Motor Patrol Graders $60 49 7A 3C 8P Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $60 49 7A— 3C 8P Yakima Power Equipment Operators Oil Distributors Blower Distribution & Mulch Seeding Operator $56 90 7A 3C 8P Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $59 49 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type Crane 20 Tons Through 44 Tons $59 96 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Power Equipment Operators Overhead, Bridge Type 100 Tons And Over $61.10 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type 45 Tons Through 99 Tons . > $60 49 7A 3C 8P Yakima Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P Yakima Power Equipment Operators Pile Driver (other Than Crane Mount) $59 96 7A 3C 8P Yakima Power Equipment Operators Plant Oiler - Asphalt, Crusher $59 49 7A 3C 8P Yakima Power Equipment Operators Posthole Digger, Mechanical $56 90 7A 3C 8P Yakima Power Equipment Operators Power Plant $56 90 • 7A 3C 8P Yakima Power Equipment Operators Pumps - Water $56 90 7A 3C 8P Yakima Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Yakima Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $56 90 7A 3C 8P Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $60 49 7A 3C 8P Yakima Power Equipment Operators Rigger And Bellman $56 90 7A 3C 8P Yakima Power Equipment Operators Rigger/Signal Persori,'Bellman (Certified) $59 49 . 7A 3C 8P Yakima Power Equipment Operators Rollagon $60.49 7A 3C 8P Yakima Power Equipment Operators Roller, Other Than Plant Mix $56 90 7A .:; 3C 8P Yakima Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $59 49 7A 3C 8P Yakima Power Equipment Operators . Roto -mill, Roto -grinder $5.9 96 7A .- 3C 8P Yakima Power Equipment Operators Saws - Concrete $59 49 7A 3C 8P Yakima Power Equipment Operators Scraper, Self Propelled'Under 45 Yards $59 96 7A 3C 8P Yakima Power Equipment Operators Scrapers - Concrete & Carry All $59 49 7A 3C 8P Yakima Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $60 4,9 7A 3C 8P Yakima Power Equipment Operators Service Engineers - Equipment $59 49 7A 3C 8P Yakima Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $59 49 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoe Over 30 Metric Tons To -50 Metric Tons $60 49 7A 3C : 8P ' Yakima Power Equipment Operators Shovel, Excavator, Backhoes, Tractors. 15 To 30 Metric Tons $59.96 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To'90 Metric Tons $61 10 7A : 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $61 72 7A 3C 8P Yakima Power Equipment Operators Slipform Pavers $60 49 7A 3C 8P Yakima Power Equipment Operators Spreader, Topsider & Screedman $60 49 7A 3C 8P Yakima Power Equipment Operators Subgrader Trimmer $59 96 7A 3C 8P Yakima Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P Yakima Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $61 10 7A 3C 8P Yakima Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $61 72 7A 3C 8P Yakima Power Equipment Operators Tower Cranes. over 250' in height from base to boom $62.33 7A 3C 8P Yakima Power Equipment Operators Transporters, All Track Or Truck Type $60 49 7A 3C 8P Yakima Power Equipment Operators Trenching Machines $59 49 7A 3C . 8P, Yakima Power Equipment Operators Truck Crane Oiler/driver -100 Tons And Over $59.96 7A 3C 8P Yakima Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $59 49 7A 3C 8P Yakima Power Equipment Operators Truck Mount Portable Conveyor $59 96 7A 3C 8P Yakima Power Equipment Operators Welder $60 49 7A 3C 8P Yakima Power Equipment Operators Wheel Tractors, Farmall Type $56 90 7A 3C 8P Yakima Power Equipment Operators Yo Yo Pay Dozer $59 96 7A 3C 8P Yakima Power Equipment Operators- Underground Asphalt Plant Operators $60 49 7A — 3C 8P — Sewer & Water Yakima Power Equipment Operators- Underground Assistant Engineer $56 90 7A 3C 8P — Sewer & Water Yakima Power Equipment Operators- Underground Barrier Machine (zipper) $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Batch Plant Operator, Concrete $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Bobcat $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Brokk - Remote Demolition Equipment $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Brooms $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Bump Cutter $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cableways $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Chipper $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Compressor $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Concrete Pump Truck Mount With Boom Attachment Over 42 M $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Concrete Finish Machine -laser Screed $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Concrete Pump Truck Mount With Boom Attachment Up To 42m $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Conveyors $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes Friction. 200 tons and over $62.33 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes: 20 Tons Through 44 Tons With Attachments $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes. 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $61 10 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes 200 tons- 299 tons, or 250' of boom including jib with attachments $61 72 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes: 300 tons and over or 300' of boom including jib with attachments $62.33 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes. 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes A -frame - 10 Tons And Under $56 90 7A 3C 8P Sewer & Water 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Power Equipment Operators- Underground Cranes: Friction cranes through 199 tons $61 72 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Crusher $59.96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Deck Engineer/deck Winches (power) $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Derricks, On Building Work $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Dozers D-9 & Under $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Drill Oilers: Auger Type, Truck Or Crane Mount $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Drilling Machine $61 10 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Elevator And Man -lift: Permanent And Shaft Type $56.90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Finishing Machine, Bidwell And Gamaco & Similar Equipment $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Forklift: 3000 Lbs And Over With Attachments $59.49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Forklifts: Under 3000 Lbs. With Attachments $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Grade Engineer Using Blue Prints, Cut Sheets, Etc $59.96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Gradechecker/stakeman $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Guardrail Punch $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $59.96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Horizontal/directional Drill Locator $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Horizontal/directional Drill Operator $59.96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Hydralifts/boom Trucks Over 10 Tons $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Hydralifts/boom Trucks, 10 Tons And Under $56.90 7A — 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Loader, Overhead 8 Yards. & Over $61 10 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Loader, Overhead, 6 Yards. But Not Including 8 Yards $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Loaders, Overhead Under 6 Yards $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Loaders, Plant Feed $59.96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Loaders Elevating Type Belt $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Locomotives, All $59.96 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Sewer & Water Yakima Power Equipment Operators- Underground Material Transfer Device $59 96 7A — 3C — 8P — Sewer & Water Yakima Power Equipment Operators- Underground Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $61 10 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Motor Patrol Graders $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Mucking Machine, Mole Tunnel Drill, Boring, Road Header And/or Shield $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Oil Distributors, Blower Distribution & Mulch Seeding Operator $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Outside Hoists (elevators And Manlifts), Air Tuggers,strato $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Overhead, Bridge Type Crane 20 Tons Through 44 Tons $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Overhead, Bridge Type 100 Tons And Over $61 10 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Overhead, Bridge Type 45 Tons Through 99 Tons $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Pavement Breaker $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Pile Driver (other Than Crane Mount) $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Plant Oiler - Asphalt, Crusher $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Posthole Digger, Mechanical $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Power Plant $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Pumps - Water $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Quad 9, Hd 41, D10 And Over $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $56 90 7A 3C 8P — Sewer & Water Yakima Power Equipment Operators- Underground Remote Control Operator On Rubber Tired Earth Moving Equipment $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Rigger And Bellman $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Rigger/Signal Person, Bellman (Certified) $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Rollagon $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Roller, Other Than Plant Mix $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Roller, Plant Mix Or Multi -lift Materials $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Roto -mill, Roto -grinder $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Saws - Concrete $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Scraper, Self Propelled Under 45 Yards $59 96 7A 3C 8P Sewer & Water 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Power Equipment Operators- Underground Scrapers - Concrete & Carry All $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Serapars, Self-propelled: 45 Yards And Over $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Service Engineers - Equipment $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Shotcrete/gunite Equipment $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons $59.49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Shovel, Excavator, Backhoe Over 30 Metric Tons To 50 Metric Tons $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $61 10 7A 3C 8P — Sewer & Water Yakima Power Equipment Operators- Underground Shovel, Excavator, Backhoes: Over 90 Metric Tons $61 72 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Slipform Pavers $60 49 7A 3C .8P Sewer & Water Yakima Power Equipment Operators- Underground Spreader, Topsider & Screedman $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Subgrader Trimmer $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Tower Bucket Elevators $59 49 7A 3C 8P Sewer & Water YakimaSewer Power Equipment Operators- Underground Tower Crane Up To 175' In Height Base To Boom $61.10 7A 3C 8P & Water Yakima Power Equipment Operators- Underground Tower Crane. over 175' through 250' in height, base to boom $61.72 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Tower Cranes: over 250' in height from base to boom $62.33 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Transporters, All Track Or Truck Type $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Trenching Machines $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Truck Crane Oiler/driver -100 Tons And Over $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Truck Crane Oiler/driver Under 100 Tons $59 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Truck Mount Portable Conveyor $59 96 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Welder $60 49 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Wheel Tractors, Farmall Type $56 90 7A 3C 8P Sewer & Water Yakima Power Equipment Operators- Underground Yo Yo Pay Dozer $59 96 7A 3C 8P Sewer & Water Yakima Power Line Clearance Tree Trimmers Journey Level In Charge $48.54 5A 4A Yakima Power Line Clearance Tree Trimmers Spray Person $46.03 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Equipment Operator $48 54 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer $43 32 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $32.68 5A 4A Yakima Refrigeration & Air Conditioning Mechanics Journey Level $28 11 1 Yakima Residential Brick Mason Journey Level $29 00 1 Yakima Residential Carpenters Journey Level $17 14 1 Yakima Residential Cement Masons Journey Level $11 86 1 Yakima Residential Drywall Applicators Journey Level $18 00 1 Yakima Residential Drywall Tapers Journey Level $17 00 1 Yakima Residential Electricians Journey Level $21 98 1 Yakima Residential Glaziers Journey Level $22 43 61 1B Yakima Residential Insulation Applicators Journey Level $14 38 1 Yakima Residential Laborers Journey Level $11 02 1 Yakima Residential Marble Setters Journey Level $29 00 1 Yakima Residential Painters Journey Level $16 32 1 Yakima Residential Plumbers & Pipefitters Journey Level $20 55 1 Yakima Residential Refrigeration & Air Conditioning Journey Level $28 11 1 Mechanics Yakima Residential Sheet Metal Workers Journey Level (Field or Shop) $42.52 5A 1X Yakima Residential Soft Floor Layers Journey Level $17 55 1 Yakima Residential Sprinkler Fitters (Fire Protection) Journey Level $11 00 1 Yakima Residential Stone Masons Journey Level $16 00 1 Yakima Residential Terrazzo Workers Journey Level $11 00 1 Yakima Residential Terrazzo/Tile Finishers Journey Level $17 00 1 Yakima Residential Tile Setters Journey Level $16 78 1 Yakima Roofers Journey Level $12 00 1 Yakima Sheet Metal Workers Journey Level (Field or Shop) $57 81 5A 1X Yakima Sign Makers & Installers (Electrical) Journey Level $14 65 1 Yakima Sign Makers & Installers (Non -Electrical) Journey Level $14 65 1 Yakima Soft Floor Layers Journey Level $23 11 5A 1N Yakima Solar Controls For Windows Journey Level $11 00 1 Yakima Sprinkler Fitters (Fire Protection) Journey Level $26 43 1 Yakima Stage Rigging Mechanics (Non Structural) Journey Level $13.23 1 Yakima Stone Masons Journey Level $47 64 5A 1M Yakima Street And Parking Lot Sweeper Workers Journey Level $11 00 1 Yakima Surveyors Assistant Construction Site Surveyor $59 49 7A 3C 8P Yakima Surveyors Chainman $58 93 7A 3C 8P Yakima Surveyors Construction Site Surveyor $60 49 7A 3C 8P Yakima Telecommunication Technicians Journey Level $20 00 1 Yakima Telephone Line Construction - Outside Cable Splicer $38 84 5A 2B Yakima Telephone Line Construction - Outside Hole Digger/Ground Person $21 45 5A 2B Yakima Telephone Line Construction - Outside Installer (Repairer) $37.21 5A 2B Yakima Telephone Line Construction - Outside Special Aparatus Installer I $38 84 5A 2B Yakima Telephone Line Construction - Outside Special Apparatus Installer II $38 03 5A 2B Yakima Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $38 84 5A 2B Yakima Telephone Line Construction - Outside Telephone Equipment Operator (Light) 536 09 5A 2B Yakima Telephone Line Construction - Outside Telephone Lineperson $36 09 5A 2B Yakima Telephone Line Construction - Outside Television Groundperson $20 33 5A 2B Yakima Telephone Line Construction - Outside Television Lineperson/Installer $27.21 5A 2B Yakima Telephone Line Construction - Outside Television System Technician $32 55 5A 2B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Telephone Line Construction - Outside Television Technician $29 18 5A 2B Yakima Telephone Line Construction - Outside Tree Trimmer $36.09 5A 2B Yakima Terrazzo Workers Journey Level .'v,; $40.90 5A 1M Yakima Tile Setters Journey Level $40 90 5A 1M Yakima Tile, Marble & Terrazzo Finishers Journey Level $33 33 5A 1M Yakima Traffic Control Stripers Journey Level $44 93 7A 1K Yakima Truck Drivers Asphalt Mix $14 19 1 Yakima Truck Drivers Dump Truck & Trailer(c.wa-760) $41 41 61 2G Yakima Truck Drivers Dump Truck(c.wa-760) , $41 41 61 2G Yakima Truck Drivers Other Trucks(c.wa-760) $41 41 61 2G Yakima Truck Drivers Transit Mixer $38 96 1 Yakima Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $25 44 1 Yakima Well Drillers & Irrigation Pump Installers Oiler $11 00 1 Yakima Well Drillers & Irrigation Pump Installers Well Driller $18 00 1 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 ************************************************************************************************************ Overtime Codes Overtime calculations arc 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 of wage C The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours 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 tinges 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 1 All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wase J The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked over ten (10) hours Monday through Saturday. Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage 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 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 1 0. The first ten (10) hours worked on Saturday shall be paid at one and one-half tunes 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 Q The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage S The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All 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. U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two tinges 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 approval on a scheduled workday during the workweek shall be paid at the straight -tune 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 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 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 ON ertime Codes Continued 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 tunes 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 tunes the hourly rate of wage F The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of swage G All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay H. All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on holidays shall be paid at one and one-half tines the hourly rate of wage. O All hours worked on Sundays and holidays shall be paid at one and one-half tunes the hourly rate of wage R. All hours worked on Sundays and holiday s and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W 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 Sanrday, 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 thni Thursday or Tuesday thni 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 tunes 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 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. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week. Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours (12) in a single shift and all work performed after 6 00 pm Saturday to 6.00 am Monday and holidays shall be paid at double the straight time rate of pay Any shift starting between the hours of 6 00 pm and midnight shall receive an additional one dollar (51 00) per hour for all hours worked that shift. 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 C 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 one and one-half times the hourly rate of wage All work performed after 6 00 pni Saturday to 5 00 am Monday and Holidays shall be paid at double the hourly rate of wage 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 3 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 3 D All hours worked between the hours of 6.00 pm and 6.00 am, Monday through Saturday, shall be paid at a premum rate of 15% over the hourly rate of wage. All other hours worked after 6.00 am 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 E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) tinges the regular rate of pay Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday 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 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 over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday maybe worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay 4 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 4 D 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay Rates include all members of the assigned crew 5 EXCEPTION On all multipole stnictures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates. The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) 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 will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the 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 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 Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1'/) times the regular shifi rate for the first eight (8) hours 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 All hours worked between the hours of 6 00 pin and 6.00 am, Monday through Saturday, shall be paid at a premum rate of 20% over the hourly rate of wage 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 double the hourly rate of wage. G All hours worked on Saturdays 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 H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overtime hours worked, except Labor Day, and all hours on Sunday 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 Holidav Codes A. Holidays New Year's Day, Memorial Day, Independence Day. Thanksgiving Day, and Christmas Day (7) B Holidays New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the day before Christmas, and Christmas Day (8) C Labor Day, Thanksgiving Day, Friday after Labor Day, Thanksgiving Day, Friday after Holidays New Year's Day, Presidents' Day. Memorial Day. independence Day, Labor Day, Thanksgiving Day. the Friday after Thanksgiving Day. And Christmas Day (8) 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 5 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, hndependence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6) I Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) J Holidays. New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7) 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 Q. Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) R. Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2) S Paid Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7) T Paid Holidays 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) Z. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) 6 A. Paid Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) 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, the Friday after Thanksgiving Day, Christmas Day, and a Half - Day On Christmas Eve Day. (9 1/2) 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) Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holidav Codes Continued 6 H. Paid Holidays. New Year's Day. New Year's Eve Day, Memorial Day. Independence Day, Labor Day, Thanksgiving Day. Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10) I. Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7) 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 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, 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 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 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 Ole 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 Fnday 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 Ole preceding Friday 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 Ole 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 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 holiday on the preceding Friday 7 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 7 I. 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 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 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 Fnday 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 Thanksgivuig 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. 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 Fnday shall be a regular work day R. 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) If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly S. Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Fnday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9) If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly 8 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued T 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) If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday Note Codes 8 D Workers working with supplied air on hazmat projects receive an additional SI 00 per hour L Workers on hazmat projects receive additional hourly premiums as follows -Level A SO 75, Level B 50.50, And Level C $0.25 M Workers on hazmat projects receive additional hourly premiums as follows Levels A & B S1 00, Levels C & D $0 50 N Workers on hazmat projects receive additional hourly premiums as follows -Level A Sl 00, Level B SO 75, Level C 50 50, And Level D 50.25 P Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2 00, Class B Suit. $1.50, Class C Suit- S 100, And Class D Suit 50 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. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and constniction signs necessary to control vehicular. bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana. or Idaho These classifications are only effective on or after August 31, 2012 S Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon. Montana. or Idaho This classification is only effective on or after August 31, 2012 T Effective August 31, 2012 — A Traffic Control Laborer performs the setup. maintenance and removal of all temporary traffic control devices and constniction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington. Oregon. Montana, or Idaho This classification is only effective on or after August 31, 2012 9 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Note Codes Continued 8. U Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2 00, Class B Suit $1.50, And Class C Suit: $1 00 Workers performing underground work receive an additional $0 40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for wuderground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day The premiums are to be paid one time for the day and are not used in calculating overtime pay 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 101' to 150' - $3 00 per foot for each foot over 101 feet. Over 151' to 220' - $4 00 per foot for each foot over 220 feet. Over 221' - $5 00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1 00 per foot from entrance 300' to 600' - $1 50 per foot beginning at 300' Over 600' - $2 00 per foot beginning at 600'. 10 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard" For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39 12, and the production of standard items is not The production of any item outside the State of Washington is not covered by RCW 39 12 1 Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2 2 Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12 If not, go to question 3 3 Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39 12 If not, go to question 4 4 Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5 5 Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39 12 If yes, go to question 6 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? if yes, the work is covered under RCW 39 12 Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330 Supplemental to Wage Rates 1 08/31/2017 Edition, Published August 1st, 2017 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39 12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12 Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1 L, 1P, and 2 and Concrete Inlets. See Std. Plans X 2 Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std Plans X 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std Plans X 4 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter X 5 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5 X Supplemental to Wage Rates 08/31/2017 Edition, Published August 1S', 2017 2 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. See Contract Plans and Std. Plans for size and material type X 9 Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans Welding of aluminum shall be in accordance with Section 9-28 14(3) X 10 Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc , for bridges. X 11 Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc , involving welding, cutting, punching and/or boring of holes See Contact Plans for item description and shop drawings 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3) X 13 Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling Concrete to conform to Section 9-19 1 of Std Spec X 14 Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs See Std Plans X 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections See Std Plans 16 Precast Catch Basin - Catch Basin type 1, 1 L, 1P, and 2 With adjustment sections See Std Plans X Supplemental to Wage Rates 08/31/2017 Edition, Published August 1st, 2017 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 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. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting X 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. X 23. Valve Vault - For use with underground utilities See Contract Plans for details. X 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier X 25 Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used See Shop Drawing Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab X 26 Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used X Supplemental to Wage Rates 08/31/2017 Edition, Published August 1S, 2017 4 ITEM DESCRIPTION YES NO 27 Precast Railroad Crossings - Concrete Crossing Structure Slabs X 28 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval prior to casting girders See Std. Spec Section 6-02 3(25)A 29 Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval prior to casting girders See Std Spec Section 6-02 3(25)A X 30 Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval prior to casting girders See Std. Spec Section 6-02.3(25)A X 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 be provided for approval prior to casting girders. See Std Spec. Section 6-02.3(25)A. X 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 for approval prior to casting girders See Std Spec Section 6-02 3(25)A X 33 Monument Case and Cover See Std Plan Supplemental to Wage Rates 08/31/2017 Edition, Published August 1st, 2017 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 34 Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183 See Std Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans Shop drawings for approval are required prior to fabrication X 36 Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans Shop drawings for approval are to be provided prior to fabrication X 38 Light Standard -Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans See Specia Provisions for pre -approved drawings. X 40 Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre -approved drawings X 41 Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans X Supplemental to Wage Rates 08/31/2017 Edition, Published August 1st, 2017 6 ITEM DESCRIPTION YES NO 42 Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting NOTE: *** Fabrication inspection required Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44 Guardrail components X X Custom End Sec Standard 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 52. Irrigation components X Supplemental to Wage Rates 08/31/2017 Edition, Published August 1S, 2017 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 53. Fencing materials X 54 Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58 Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site Supplemental to Wage Rates 8 08/31/2017 Edition, Published August 1St, 2017 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents • Building Service Employees • 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 • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential "** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127 Supplemental to Wage Rates 9 08/31/2017 Edition, Published August 1St, 2017 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. (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. Supplemental to Wage Rates 10 08/31/2017 Edition, Published August r, 2017 (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 [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 StatutoryAuthority. 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 ] Supplemental to Wage Rates 11 08/31/2017 Edition, Published August 1St, 2017 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of. City of Yakima Safe Routes to Schools Adams Elementary & Washington Middle School Sidewalks Re -Bid City of Yakima Project No. 2412 State Aid No. HLP-SR15 (018) and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. NOTE Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed Show unit prices in figures only Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents ADAMSIWASHINGTON SRTS PROJECT- REBID #2412 133 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 134 ITEM PROPOSAL BID SHEET SAFE ROUTES TO SCHOOL PROJECT — ADAMS AND WASHINGTON SCHOOLS SIDEWALKS City of Yakima Project No. 2412 — State Aid No. HLP-SRI5(018) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS : AMOUNT DOLLARS 1 SPCC PLAN 1-07.15 1 LS 6� o S-ID� 2 MOBILIZATION 1-09.7 1 LS 00 Z i3, ooa Z8, ooc7 3 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 LS �� � "f9OO�- "� 4D, voo 4 CLEARING AND GRUBBING 2-01.5 2-01.5 1 LS 7 � do 7Boo -- 5 REMOVAL OF CEMENT CONC. SIDEWALK 2-02.5 277 SY ZD°= Ss `-iC, — 6 REMOVAL OF CEMENT CONC. CURB 2-02.5 776 LF /O"= 776,0 SAWC7 2 02 SUT 220 LF c-19 � // o p — ROADWAY EXCAVATION INCL. HAUL 2-03.5 00 coo -- ' 9 HMA CL 1/2" PG 64-28 5-04.5 10 TON m - 'O S, 000 - 10 HMA CL 1/2" PG 64-28 FOR DRIVEWAY APPROACH 5 04.5 10 TON�5D' 3 S�`DR 11 TOPSOIL TYPE 'B' 8-02.5 14 CY - So 00 -700 ` - 12 SOD INSTALLATION 8-02.5 80 SY / 500 /Zoo 00 13 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 790 LF 0c9-- 3,, l000°2 14 REMOVE & RESET CHAIN LINK FENCE, 4 FOOT 8-12.5 275 LF 351"-3-". (025"9* 15 CHAIN LINK FENCE MODIFICATIONS 8-12.5 1 LS / $a. az /goo= 16 CEMENT CONCRETE SIDEWALK -4 INCH THICK 8-14.5 1016 SY 0.0 50 ` 5-D, goo —' 17 CEMENT CONCRETE SIDEWALK - 6 INCH THICK 8-14.5 70 SY (.0S�= i-iSS-OcIL ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 135 ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 136 ITEM PROPOSAL BID SHEET SAFE ROUTES TO SCHOOL PROJECT - ADAMS AND WASHINGTON SCHOOLS SIDEWALKS City of Yakima Project No. 2412 - State Aid No. HLP-SR15(018) ntinued ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 18 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 1 EA Zoog Z000 19 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 8-14.5 17 EA Zoon 4, uoo 20 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION 8-14.5 17 EA oc, / 0oo =° ?o,t000 21 DETECTABLE WARNING SURFACE 8-14.5 32 SF Z-5""-`-' f300oo 22 MAILBOX SUPPORT, TYPE 2 8-18.5 1 EA &��`- 8S -z)"-' 23 REMOVE & RELOCATE SCHOOL FLASHERS 8-20.5 1 LSm Z 26t)D -" 24 PERMANENT SIGNING 8-21.5 1 LS /13oo / So o'er 25 PAINTED CROSSWALK LINE 8-22.5 1024 SF ao 3 go -72:32 26 REPAIR OR REPLACEMENT 8-30.5 EST DOL $8,000.00 $8,000.00 TOTAL BID 286, •=i 41 = ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 137 Ot11AV k ® ‘uppil Iver ADAMS/WASHINGTON SRTS PROJECT- REBID #2412 138 THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. 1\ EB FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. SIDEWALK JOINTING SEE PLANS S = 0.02 ft/ft [COLD JOINT 0.5' CEMENT CONCRETE COMPACTED SUBGRADE 0 17' MIN. CSTC (COMPACTED DEPTH) 6" SIDEWALK SECTION SEE PLANS S = 002ft/ft COLD JOINT 0.33' CEMENT CONCRETE COMPACTED SUBGRADE 0 17' MIN. CSTC (COMPACTED DEPTH) 4" STANDARD SECTION NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. 6. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. City Of Yakima Engineering Division 129 North Second Street Yakima, Washington City of Yakima - Standard Detail CEMENT CONCRETE SIDEWALK NOT TO SCALE Revision 03-2011 R5 EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH 1.0' LIMITS EXCAVATION LINE 1.0' APPLY CSS -1 & SAND TO SEAL THE SURFACE JOINTS. APPLY CSS -1 TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE, IF OVERLAYED y00 ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA HMA CL. 1/2" PG 64-28 @ 1.5 TIMES DEPTH OF EXISTING ASPHALT 0.25' MIN. (COMPACTED DEPTH in 2 EQUAL LIFTS) 0.5' CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING EXISTING SURFACE - DEPTH VARIES GRAVEL SURFACE 1.0' PATCH LIMITS EXCAVATION LINE Q 1.0' ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 0.17' CSTC (COMPACTED DEPTH) GRAVEL SURFACING UNSURFACED AREAS PATCH LIMITS 1.0' EXCAVATION LINE Q 1.0' EXISTING GROUND 1.0' (MIN) yl� ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 1.0' MIN. (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS OVER 2 INCH. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. 2. CONTRACTOR SHALL BE AWARE THAT GEO-TEXTILE-FABRIC MAYBE REQUIRED BY THE ENGINEER IN CERTAIN APPLICATIONS. City Of Yakima Engineering Division 129 North Second Street Yakima, Washington NOT TO SCALE Revision 11-2008 City of Yakima - Standard Detail TYPICAL SURFACING R7 1 1 1 1 1 1 1 1 1 1 1 FACE OF CURB MATCH ROADWAY SLOPE 1/2" (IN) R. ROADWAY NMI INN EMI 111111 DRAWN BY FERN LIDDELL 1 1 1 1 VARIES 12" TO 24" FACE OF CURB MATCH ROADWAY SLOPE 1/2" (IN) R. ROADWAY DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER 1/2" (IN) R. 0 6" 1" (IN) R. CEMENT CONCRETE OR FACE OF CURB FACE OF CURB MATCH ROADWAY SLOPE 1/2" (IN) ROADWAY R. ASPHALT CONCRETE SIDEWALK OR PATH CEMENT CONCRETE TRAFFIC CURB AND GUTTER 3/8" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB FACE OF CURB VARIES 12" TO 24" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB 1/2" (IN) R. VARIES FROM 6" (IN) TO 0" (IN) 6" 1" (IN) R. 1/2" (IN) R. re to �O W_ N � r CEMENT CONCRETE CURB RAMP, LANDING, OR DRIVEWAY ENTRANCE 6" 3/8" (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB CEMENT CONCRETE TRAFFIC CURB ROADWAY 6 1/2" 1" (IN) R. VARIES FROM 6" (IN) TO 0" (IN) - MAINTAIN 1H 6V SLOPE ON SIDE OF CURB MATCH ROADWAY SLOPE 1/2" (IN) ROADWAY R. DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES NOTE FACE OF CURB 1 1/2" (IN) R. ROADWAY 8 1/4" MOUNTABLE CEMENT CONCRETE TRAFFIC CURB FLUSH WITH GUTTER PAN AT CURB RAMP ENTRANCE '- 1/2" (IN) VERTICAL LIP AT DRIVEWAY ENTRANCE 1 See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification Sections 8-04 and 9-04 for additional requirements. CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Ink WIWashington State Department of Transportation DRAWN BY FERN LIDDELL 4'-0"MIN .- SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 CURB AND GUTTER PEDESTRIAN CURB - SEE NOTE 9 LANDING CURB RAMP 4' - 0" MIN. - SEE CONTRACT PLANS FACE OF CURB CROSSWALK CURB RAMP DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER 3/8" (IN) EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 SIDEWALK SIDEWALK 4'-0"MIN -_ SEE CONTRACT PLANS LANDING PEDESTRIAN CURB - SEE NOTE 9 3" R. CURB AND GUTTER PLAN VIEW TYPE PARALLEL A 1O CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC 15' - 0" MAX. (TYP ) SEE NOTE 7 SIDEWALK GRADE BREAK immiliki * * 1 • vI� CURB RAMP 4' - 0" MIN. - SEE CONTRACT PLANS FACE OF CURB DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 4'-0"MIN. SEE CONTRACT PLANS CROSSWALK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER PLAN VIEW TYPE PARALLEL B GRADE BREAK COUNTER SLOPE TOP OF 5.0%- ROADWAY CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 LANDING SECTION 4' - 0" MIN. 15' - 0" MAX. (TYP ) SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK * * * CURB RAMP 3/8" EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 SECTION LANDING (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 AND NOTE 6 PEDESTRIAN CURB - SEE NOTE 9 -0"MIN. SEE CONTRACT PLANS 15 - 0" MAX. (TYP ) SEE NOTE 7 NOTES 1 At marked crosswalks, the connection between the landing and the roadway must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush 3 Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. 4. See Contract Plans for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details See Contract Plans for width and placement of sidewalk. 6 The Bid Item "Cement Concrete Curb Ramp Type " does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7 The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans) When applying the 15 -foot max. length, the running slope of the curb ramp is allowed to exceed 8 3% Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement. When a ramp is constructed on a radius, the 15 -foot max. length is measured on the inside radius along the back of the walkway 8 Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9 Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain LEGEND SECTION (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT SIDEWALK SLOPE IN EITHER DIRECTION * 1.5% OR FLATTER RECOMMENDED FOR * * DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 3/8" (IN) EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER WiWashington State Department of Transportation 4' - 0" MIN. - SEE CONTRACT PLANS CEMENT CONCRETE PEDESTRIAN CURB - LANDING SEE NOTE 9 —� CURB RAMP CURB RAMP CEMENT CONCRETE I PEDESTRIAN CURB - SEE NOTE 9 CEMENT CONCRETE CURB AND GUTTER - II SEE NOTES 4 & 6 1 1 1 1 1 1 1 1 1 1 1 1 1 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 CROSSWALK PLAN VIEW TYPE COMBINATION WITH BUFFER 4' - 0" MIN. MATCH SIDEWALK (4' - 0" MIN.) - SEE CONTRACT PLANS CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3/8" (IN) EXPANSION JOINT (TYP) – SEE STANDARD PLAN F-30.10 BUFFER STRIP (TYP) - SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER - SEE NOTES 4 & 6 15' - 0" MAX. SEE CONTRACT PLANS CURB RAMP (1) w_ o LANDING 4'-0"MIN. SEE NOTE 7 GRADE BREAK ** DEPRESSED CURB AND GUTTER - SEE NOTES 4 & 6 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 & 6 DETECTABLE WARNING SURFACE -- SEE SEE STANDARD PLAN F-45.10 SECTION OA SEE CONTRACT PLANS * 0 3' - 0" MIN. (TYP ) SEE CONTRACT PLANS CEMENT CONCRETE PEDESTRIAN CURB (TYP) - SEE NOTE 9 SECTION OB CURB RAMP GRADE BREAK COUNTER SLOPE TOP OF 50% MM. ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 AND NOTE 6 DETAIL (D ) CURB RADIUS DETAIL 15 - 0" MAX. (TYP ) SEE NOTE 7 GRADE BREAK ** 3" R. (TYP ) NOTES 1 At marked crosswalks, the connection between the curb ramp and the roadway must be contained within the width of the crosswalk markings 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush 3 Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing connects to the roadway 4 See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details See Contract Plans for width and placement of sidewalk. 6 The Bid Item "Cement Concrete Curb Ramp Type " does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7 The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans) When applying the 15 -foot max. length, the running slope of the curb ramp is allowed to exceed 8 3% Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15 -foot max. measurement. When a ramp is constructed on a radius, the 15 -foot max. length is measured on the inside radius along the back of the walkway 8 Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9 Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain 4' - 0" MIN. SEE CONTRACT PLANS 15' - 0" MAX. (TYP ) SEE NOTE 7 GRADE BREAK * * CURB RAMP 3/8" (IN) EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 1O CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN OC BUFFER STRIP TOP OF ROADWAY CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 & 6 SECTION LANDING (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE COMBINATION" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE COMBINATION PAY LIMIT LEGEND CURB RAMP SLOPE IN EITHER DIRECTION 1 5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) * * 7 5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8 3% MAX.) COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION T STATE DESIGN ENGINEER Washington State Department of Transportation CROSSWALK DEPRESSED CURB AND GUTTER - SEE NOTE 4 PLAN VIEW TYPE PERPENDICULAR A r wry` v • 4' - 0" MIN. % Ali CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS MIN. CURB, OR CURB AND GUTTER - SEE NOTE 4 1, GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP ) \It \1 .1Mt._\ CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 FACE OF CURB 0. CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 15' - 0" MAX. (TYP ) SEE CONTRACT PLANS * II= NM Ell DRAWN BY FERN LIDDELL LANDING GRADE BREAK SEE CONTRACT PLANS - 4'-0"MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP ) 3/8" EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 j GRADE BREAK CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK SEE CONTRACT PLANS 4' - 0" MIN. LANDING CURB RAMP CEMENT CONCRETE SIDEWALK - SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP ) SEE CONTRACT PLANS - 4' - 0" MIN. 3/8" EXPANSION JOINT (TYP) -- SEE STANDARD PLAN F-30.10 TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP) - SEE CONTRACT PLANS CURB RAMP CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB GRADE BREAK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 MEASURED PARALLEL TO CURB (TYP ) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 0 O LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 SEE NOTE 7 GRADE BREAK ** ENEMINIMINummenum CURB RAMP `�tl SECTION OA O CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL CROSSWALK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) GRADE BREAK / COUNTER SLOPE -- 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 NOTES 1 At marked crosswalks, the connection between the curb ramp and the road- way must be contained within the width of the crosswalk markings 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush 3 Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway 4 See Contract Plans for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details See Contract Plans for width and placement of sidewalk. 6 The Bid Item "Cement Concrete Curb Ramp Type " does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7 The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans) When applying the 15 -foot max. length, the running slope of the Curb Ramp is allowed to exceed 8 3% Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a horizontal distance of 15 feet. Do not include the abutting landing in the 15 -foot max. measurement. 8 Curb Ramps and Landings shall receive a broom finish See Standard Specifications 8-14. 9 Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain LEGEND * DESIGN/FORMWORK (2% MAX.) SLOPE IN EITHER DIRECTION 1 5 OR FLATTER RECOMMENDED FOR 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8 3% MAX.) 9 5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER WipWashington State Department of Transportation 1 1 1 1 1 1 MATCH SIDEWALK WIDTH-4'0"MIN. — SEE CONTRACT PLANS 3/8" (IN) EXPANSION JOINT — SEE STANDARD PLAN F-30.10 SIDEWALK — _ SEE NOTE 6 PEDESTRIAN CURB — SEE NOTE 10 5-0"MIN. (TYP ) LANDING ". • i Jig 011 O BUFFER STRIP — SEE ICONTRACT PLANS 1 J J w 0 0 J z CC w 1 1 1 1 1 1 1 1 PEDESTRIAN CROSSING CLOSURE SIGN GRADE BREAK SIDEWALK — SEE NOTE 6 PEDESTRIAN CURB — SEE NOTE 10 MATCH SIDEWALK WIDTH — 4' 0" MIN. SEE CONTRACT PLANS 3/8" (IN) EXPANSION JOINT — SEE STANDARD PLAN F-30.10 0 J Q t0 ccU MATCH SIDEWALK WIDTH — 4' 0" MIN. SEE CONTRACT PLANS CURB RAMP LANDING BUFFER STRIP PEDESTRIAN CURB — SEE NOTE 10 SIDEWALK — SEE NOTE 6 DETECTABLE WARNING SURFACE BUFFER SEE STANDARD PLAN F-45.10 STRIP CURB AND GUTTER — SEE NOTE 5 CURB RAMP FACE OF CURB PLAN VIEW TYPE SINGLE DIRECTION A 15-0"MAX (TYP ) SEE NOTE 8 ** PEDESTRIAN CROSSING CLOSURE SIGN DETECTABLE WARNING SURFACE — SEE STANDARD PLAN F-45.10 GRADE BREAK * CURB RAMP F SECTION O LANDING GRADE BREAK GRADE BREAK COUNTER SLOPE 5 0% MAX. TOP OF ROADWAY SIDEWALK — SEE NOTE 6 DEPRESSED CURB AND GUTTER — SEE STANDARD PLAN F-10.12 FACE OF CURB PLAN VIEW TYPE SINGLE DIRECTION B DETECTABLE WARNING SURFACE SEE STANDARD PLAN F-45.10 CURB AND GUTTER — SEE NOTE 5 CURB RAMP 15'-0" MAX (TYP) SEE NOTE 8 * * CURB RAMP 1O CONTRACTION JOINT (TYP) — SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A" PAY LIMIT — SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT 1" (IN) RADIUS CORNER PEDESTRIAN CURB 90° ANGLE RADIUS MAY VARY 1'-0" DETAIL O 15 - 0" MAX (TYP ) SEE NOTE 8 GRADE BREAK * ** LANDING SECTION (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION B" PAY LIMIT — SEE NOTE 7 DETECTABLE WARNING SURFACE — SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER -- SEE NOTE 5 NOTES 1 This plan is to be used where pedestrian crossing in one direction is not permitted 2. At marked crosswalks, the connection between the Landing and the roadway must be contained within the width of the crosswalk markings 3 Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush 4 Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing or in the Depressed Curb and Gutter where the Landing connects to the roadway 5 See Contract Plans for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details 6 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 7 The Bid Item "Cement Concrete Curb Ramp Type " does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks 8 The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans) When applying the 15 -foot max. length (measured from back of sidewalk) the running slope of the curb ramp is allowed to exceed 8 3% Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. 9 Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10 Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain GRADE BREAK SIDEWALK — SEE NOTE 6 CURB RAMP LEGEND * * * SLOPE IN EITHER DIRECTION 1 5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION AIM •Ti STATE DESIGN ENGINEER Washington State Department of Transportation 1 1 1 1 1 1 1 1 1 1 1 1 1 TRUNCATED DOME SPACING SEE NOTE 3 WALKWAY Ji CURB RAMP E C TRUNCATED DOME SECTION SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS LANDING w m c7 -.SEE OFFSET \ SEE NOTE 8 4 Jai WALKWAY WIDTH OF cr WALKWAY DETECTABLE WARNING SURFACE (DWS) - LSEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP w 0 CC w w m LANDING DIRECTION OF TRAVEL BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP WALKWAY LANDING WALKWAY CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY N DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 CURB AND GUTTER LANDING 2' - 0" MIN. - TYP OF ALL APPLICATIONS MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL WALKWAY CURB RAMP BACK OF CURB - SEE NOTE 2 WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 CURB RAMP DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 WIDTH OF CURB RAMP PERPENDICULAR CURB RAMP (SEE NOTE 6) DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 7 WALKWAY BACK OF CURB - SEE NOTE 2 WIDTH OF LANDING DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) WIDTH OF CURB RAMP, LANDING, OR WALKWAY RAIL z cm 2 in WIDTH OF CUT- ....VV (TYP ) NOTES 1 The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel Exception. If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel) 3 The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb 4 The rows of truncated domes shall be aligned to be parallel to the direction of travel 5 If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge 6 See Standard Plans for sidewalk and curb ramp details 7 If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail 8 When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. DETECTABLE WARNING SURFACE (TYP) - SEE NOTE 3 PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING DETECTABLE WARNING SURFACE (TYP) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 ISLAND CUT -THROUGH WIDTH OF CUT -THROUGH (TYP) 2'-0"MIN. BACK OF CURB - BACK OF CURB - SEE NOTE 2 MEDIAN CUT -THROUGH WIDTH OF SHARED - USE PATH OR WALKWAY (TYP ) WIDTH OF CUT -THROUGH (TYP ) ROUNDABOUT SPLITTER ISLAND DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 5 PLACEMENT GUIDELINES PAVEMENT EDGE SHARED -USE PATH OR WALKWAY SHOULDER SHARED -USE PATH CONNECTION 2 - 0" MIN. DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER WiWashington State Department of Transportation MIN. MAX. A 1 60" 2.40" B 065" — C 045' 090" D 0.9" 1 40" E 0.2" 0.2" TRUNCATED DOME DETAILS LANDING w m c7 -.SEE OFFSET \ SEE NOTE 8 4 Jai WALKWAY WIDTH OF cr WALKWAY DETECTABLE WARNING SURFACE (DWS) - LSEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP w 0 CC w w m LANDING DIRECTION OF TRAVEL BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP WALKWAY LANDING WALKWAY CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY N DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 CURB AND GUTTER LANDING 2' - 0" MIN. - TYP OF ALL APPLICATIONS MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL WALKWAY CURB RAMP BACK OF CURB - SEE NOTE 2 WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 CURB RAMP DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 WIDTH OF CURB RAMP PERPENDICULAR CURB RAMP (SEE NOTE 6) DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 7 WALKWAY BACK OF CURB - SEE NOTE 2 WIDTH OF LANDING DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) WIDTH OF CURB RAMP, LANDING, OR WALKWAY RAIL z cm 2 in WIDTH OF CUT- ....VV (TYP ) NOTES 1 The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel Exception. If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel) 3 The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb 4 The rows of truncated domes shall be aligned to be parallel to the direction of travel 5 If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge 6 See Standard Plans for sidewalk and curb ramp details 7 If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail 8 When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. DETECTABLE WARNING SURFACE (TYP) - SEE NOTE 3 PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING DETECTABLE WARNING SURFACE (TYP) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 ISLAND CUT -THROUGH WIDTH OF CUT -THROUGH (TYP) 2'-0"MIN. BACK OF CURB - BACK OF CURB - SEE NOTE 2 MEDIAN CUT -THROUGH WIDTH OF SHARED - USE PATH OR WALKWAY (TYP ) WIDTH OF CUT -THROUGH (TYP ) ROUNDABOUT SPLITTER ISLAND DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 5 PLACEMENT GUIDELINES PAVEMENT EDGE SHARED -USE PATH OR WALKWAY SHOULDER SHARED -USE PATH CONNECTION 2 - 0" MIN. DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER WiWashington State Department of Transportation MAILBOX — SIZE 1, 1A, OR 2 (SIZE 1A SHOWN) — SEE TABLE, STANDARD PLAN H-70.10, SHEET 2, FOR DIMENSIONS 3/16" x 1" PHILLIPS HEAD SCREW, 2 WASHERS, AND LOCKNUT WITH NYLON INSERT (TYP.) — 4 SETS MIN. ADDITIONAL WASHERS — AS REQUIRED TO FILL GAP (TYP ) SNOW GUARD — WHEN REQUIRED — SEE DETAIL, SHEET 2 1 7/8" MUFFLER CLAMP (1 7/8" M -CLAMP), 2 WASHERS AND 2 LOCKNUTS (TYP.) NEWSPAPER BOX — SEE NOTE 5 PLATFORM — SEE NOTE 3 TYPE 2 MAILBOX SUPPORT — SEE STANDARD SPECIFICATION 9-32.7 ASSEMBLY DETAIL MAILBOX NOTES 1. The anchoring system shall meet NCHRP 350 crash test criteria. Use a socket and wedge system or the anchoring system supplied by or recommended by the Type 2 Support manufacturer. 2. A maximum of five mailboxes may be installed on a Type 2 Support. 3. The Platform design shown in this plan is detailed in the PLATFORM DETAIL, Standard Plan H-70.10, Sheet 2. The design features slots that accomodate several types of mailbox supports; only those slots necessary for assembling the type being installed are required. An adjustable platform may be used in lieu of this platform design. Adjustable platforms must fit the 1 7/8" M -Clamp. 4. Center the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners (see ALIGNMENT DETAIL). Spacing of mailbox mounting holes varies among manufacturers. Attachment of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform. 5. Attach a newspaper box to a Type 2 Support with two 1 7/8" Muffler Clamps spaced 4" apart. Field drill 7/16" holes in the newspaper box to fit. Newspaper boxes must not extend beyond the front of the mailbox when the mailbox door is closed. MAILBOX, PLATFORM & SUPPORT MAILBOX MOUNTING HOLE (TYP.) SPACE PROVIDED ON BOTH ENDS TO ALLOW ACCESS TO FASTENERS — SEE NOTE 4 ALIGNMENT DETAIL SEE NOTE 4 MAILBOX SUPPORT TYPE 2 STANDARD PLAN H-70.20-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 02-16-12 STATE DESIGN ENGINEER DATE Ink WO Washington State Department of Transportation 1 1 1 1 I rem 1 1'-6" 1/8 (lYP ) 1" x 1" x 1/8" ANGLE I1/2" RAISED EXPANDED METAL 1 1 1 1 1 1 1 1 FRONT VIEW 7/16" DIAM. (TYP) 1 1/4" 1 1/4" I 1 I C MUFFLER CLAMP BOTTOM VIEW SNOW GUARD DETAIL ANGLE IRON 1/2" RAISED EXPANDED METAL 1/8'1-4 SECTION OA W Y0 4'-3" MIN. EDGE OF SHOULDER OR TURNOUT us MAIL 3'-5"MIN.* 3' - 9" MAX. _ VARIABLE 6" TO 12" AT EDGE OF SHOULDER 11-1;;\ U.S. U.S. I U.S. MAIL MAIL MAIL MAIL v4 • 5" MIN. BETWEEN MAILBOXES FACE OF CURB CURB TYPE VARIES 1 VARIABLE 0" TO 12" 1 r',`'/`''/www BEHIND CURB is UNLESS OTHERWISE SHOWN IN THE PLANS MAILBOX PLACEMENT SECTIONS 4' - 3" MIN. U.S. MAIL U.S. MAIL NEWSPAPER BOX — SEE NOTE 5 MAILBOX SUPPORT TYPE 1 (WOOD POST SHOWN) FOR DETAILS, SEE STANDARD PLAN 1-70.10 ANCHORING SYSTEM — �� SOCKET AND WEDGE SHOWN S (SEE NOTE 1) MAILBOX SUPPORTS TYPE 2 SPACING DETAIL BACK OF SIDEWALK SIDEWALK 3'-5"MIN.* I'//;// //;' Y9T/;//;' Yr BEHIND SIDEWALK SNOW GUARD — WHEN REQUIRED, PLACE ON LEADING END OF SUPPORT (SEE DETAIL) MAILBOX SUPPORT TYPE 2 STANDARD PLAN H-70.20-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 02-16-12 alas T STATE DESIGN ENGINEER DATE Washington State Department of Transportation /OOOOOO rOVOVOVOVOVOVOvVvVV V VOVOvOVOVVVOVOVOVOVOVOVOVOVOV >0�0�0�0�0�0�0�0�0�0�0�0�0a0�00¢°00000000000000000000000000000C >000000000000000000000000000000400000000000000000000000000000oC >000000000000000000000000000000C�000000000000000000000000000000C >00000000000000000 0000000000000000000000000000000000000000C V VOVOVOVOJ \ rth i -3! I1/2" RAISED EXPANDED METAL 1 1 1 1 1 1 1 1 FRONT VIEW 7/16" DIAM. (TYP) 1 1/4" 1 1/4" I 1 I C MUFFLER CLAMP BOTTOM VIEW SNOW GUARD DETAIL ANGLE IRON 1/2" RAISED EXPANDED METAL 1/8'1-4 SECTION OA W Y0 4'-3" MIN. EDGE OF SHOULDER OR TURNOUT us MAIL 3'-5"MIN.* 3' - 9" MAX. _ VARIABLE 6" TO 12" AT EDGE OF SHOULDER 11-1;;\ U.S. U.S. I U.S. MAIL MAIL MAIL MAIL v4 • 5" MIN. BETWEEN MAILBOXES FACE OF CURB CURB TYPE VARIES 1 VARIABLE 0" TO 12" 1 r',`'/`''/www BEHIND CURB is UNLESS OTHERWISE SHOWN IN THE PLANS MAILBOX PLACEMENT SECTIONS 4' - 3" MIN. U.S. MAIL U.S. MAIL NEWSPAPER BOX — SEE NOTE 5 MAILBOX SUPPORT TYPE 1 (WOOD POST SHOWN) FOR DETAILS, SEE STANDARD PLAN 1-70.10 ANCHORING SYSTEM — �� SOCKET AND WEDGE SHOWN S (SEE NOTE 1) MAILBOX SUPPORTS TYPE 2 SPACING DETAIL BACK OF SIDEWALK SIDEWALK 3'-5"MIN.* I'//;// //;' Y9T/;//;' Yr BEHIND SIDEWALK SNOW GUARD — WHEN REQUIRED, PLACE ON LEADING END OF SUPPORT (SEE DETAIL) MAILBOX SUPPORT TYPE 2 STANDARD PLAN H-70.20-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 02-16-12 alas T STATE DESIGN ENGINEER DATE Washington State Department of Transportation 1 1 1 1 SHOULDER -\ 1 1 1 1 1 1 1 1 1 1 1 SIDEWALK - EDGE OF CONCRETE _ GUTTER I � I I I SIDEWALK -' EDGE OF CONCRETE GUTTER SHOULDER -� SHOULDER AREA 1' WIDE FOR 4' SHOULDERS 2' WIDE FOR SHOULDERS OVER 4' WIDE INSTALL CROSSWALK LINES IN SHOULDER AREAS ONLY WHEN ADJACENT TO A SIDEWALK OR A SEPARATE WALKWAY (TYP ) CROSSWALK LINE 1' MIN \� EDGE OF PAVEMENT, OR FACE OF CURB (WITHOUT GUTTER), OR EDGE S OF GUTTER PAN (WHEN THERE IS CURB & GUTTER) (TYP ) EDGE OF CONCRETE GUTTER EDGE OF TRAVELED WAY - INSTALL CROSSWALK LINES PARALLEL TO THE ROADWAY t I I I r I SHOULDER TYPICAL APPLICATIONS SIDEWALK \_ EDGE OF CONCRETE GUTTER SHOULDER 2' (TMP)1 5 MAX. (TMP ) LANE ROADWAY 1' LANE 1' i0 J i STOP LINE LANE DETAIL NOTES 1 See the Contract Plans for locations of crosswalk centerlines. 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline 3 To the maximum extent possible, crosswalks should be perpendicular to the centerline of the traveled way - EDGE OF TRAVELED WAY - SHOULDER AREA EXPIRES AUGUST 9, 2007 CROSSWALK LAYOUT STANDARD PLAN M-15.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-06-07 STATE DESIGN ENGINEER DATE Washington State Department of Transportation 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) MPH TAPER RURAL HIGHWAYS 60 /65 MPH 800'± 10 TO RURAL ROADS 45 / 55 MPH 500'± 35/45 RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± 60 RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO ROADWAY CONDITIONS. FIT 50' TO 100' 6 DEVICE L. MIN. 50' TO 100' 6 DEVICE MIN. W20 -7B (OPTIONAL IF 40 MPH OR LESS) a ®®cost W20-1 LEGEND l$ FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE 0 W20 -7B W20 -7B (OPTIONAL IF 40 MPH OR LESS) 50' TO 300' INTERSECTING ROADWAY W20 -7B (OPTIONAL IF 40 MPH OR LESS) NOTES. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 1 ALL SIGNS ARE BLACK ON ORANGE. W20-1 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. FILE NAME S:IDesign R P& S44-Standards12-Plan Sheet Library102-PSL Work in ProgresslFernITC1 - TC -17 Buffer Data table rept acement6TC-1.dgn TIME 1 39:43 PM DATE 10/14/2016 REGION NO. STATE PLOTTED BY liddelf WASH DESIGNED BY ENTERED BY JOB NUMBER FED.AID PROJ.NO. CHECKED BY PROJ. ENGR. REGIONAL ADM. REVISION DATE BY CONTRACT NO. LOCATION NO. P E. STAMP BOX DATE P.E STAMP BOX DATE Washington State Department of Transportation Plot 1 PLAN REF NO TC1 TRAFFIC CONTROL PLAN SHEET OF SHEETS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' ± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = U3 (feet) SHOULDER WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10' 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8' CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 0 -1 PCMS LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN PCMS 1 2 RIGHT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 2.0 SEC 12' MINIMUM BUFFER SPACE 4' EXISTING LANE EXISTING TRAFFIC SPACE 2' WORK AREA SHOULDER TYPICAL SECTION A -A W5-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. W20 -5R SINGLE -LANE CLOSURE WITH SHIFT NOT TO SCALE NOTES 1 SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. RECOMMEND EXTENDING DEVICE TAPER (U3) ACROSS SHOULDER. 3. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' ± (RECOMMENDED). 4 ALL SIGNS ARE BLACK ON ORANGE. 5. RECOMMEND ADVANCE NOTICE FOR ANY OVER WIDTH LOADS PRIOR TO LANE CLOSURE FOR ALTERNATE ROUTES IF APPLICABLE. FILE NAME S:IDesign R P& S44-Standards12-Plan Sheet Library102-PSL Work in Progress1Fern4TC1 - TC -17 Buffer Data table replacemen ITC-17.dgn TIME 1.34:47 PM DATE 10/14/2016 REGION NO STATE PLOTTED BY liddelf WASH DESIGNED BY ENTERED BY JOB NUMBER FED.AID PROJ.NO. CHECKED BY PROJ. ENGR. REGIONAL ADM. REVISION DATE BY CONTRACT NO. LOCATION NO. P E. STAMP 805 DATE P.E. STAMP FRU DATE Washington State Department of Transportation Plot 1 PLAN REF NO TC17 TRAFFIC CONTROL PLAN SHEET OF SHEETS Project Area VICINITY MAP SCALE 1"=1200' PLAN DISCLAIMER 4i ^'`Y. ii<t�r + _.. Tv 11J4'N Safe Routes to Schools Adams/Washington School Sidewalks Re -Bid City of Yakima Project No. 2412 State Aid No. HLP-SR15(018) SHEET INDEX Station Limits Sheet From To Description Cover Sheet ! Vicinity Map 1 10+00 15+50 Race Street Plan 2 15.50 3 n 4+50 4 8+5© 5 4+50 6 9+50 Know what's below. CaII before you dig. 21+00 Race Street Plan 8+50 Maple Street Plan 12+00 Maple Street Plan 9+50 Adams Street Plan 12+50 Adams Street Plan School Flasher Relocation Plan November 2017 ER 5' SIDEWALK RENGVE EX SIDEWALK & 747 PLACE S1 OD REMOVE EX7 CURD & ASPHALT PAVEMENT ,--FILL TO GRADE MTN TOPSOIL_ SOD OPEN AREA AS NECESSARY* 4 7 55, R=150.00 • •16" NE* 5' SIDEWALK •F• NEVE SIDEWALK N 71'3147' E 1 11;1•• RELOCATE IIAILJMAES BEHIND SIDEWALK . . NEW 5' SiDEIvx K 13 7. \---P1: 14+95: 444, .11.1111:444444. (Dif ALK. .14 /7747 ATCHF SIC/MAU( GR ADE ak A IE.* ME w OPENING IN EX. FENCING /77 LEGEND 'V- 4. 1 11:1 F.4.E4.417 fs; '4 1.'._ /7 74477/7 BSC," _.11,10 sr, ;B. ••••07-n= • .1., 7'. ?•1 CONSTRUCTION NOTES 1 CONSTRUCT SINC_;LE DIRECTION CURB RAMP 1 2 CONSTRUCT PERPENDICULAR CURB RAMP 3 CONSTRUCT PARALLEL CURB RAMP PLACE NEW DETECTABLE WARNING SURFACE 5 j NEIN CROSSVVALK STRIPING 6 REMOVE EX CONCRETE 7 RELOCATE SIGN AS DIRECTED DATE REVISION BY City Of Yakima Engineering Division Safe Routes to Schools Adams/Washington Schoo &devva State AB; No HLP-SP57° CIty of Yakima Proiect No 2412 ks Project Enc. RET Drawn By HET Ornsnr. By BBB Drawing Scales Horizontai = 40' Bettisa. = cone Race Street Plan Re-Bna 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • V .02 44,4. 4 • V RESET...f.; BEi4ING a„ •?:**,-1"..y.,,S•••':"•-••.*.1••*g3P.'s •1::„ ” • R SET FENCE DACCO1'•••INEW •SIDEWA14,(. 15 19 S 893842" E 20 EP: 21+77.13 '444E44, R/W • •WAT6,1,. EX. SIDEWALK biAGt• CREATE NEW OPENING EX. FE ICING :44 E.44". • ,; !••• •*•••••IR•f7. *** 11.4"4" „4444: E A. A DEW CONSTRUCTION NOTES CONSTRUCT SINGLE DIRECTION CURB RAMP CONSTRUCT PERPENDICULAR CURB RAMP 3 CONSTRUCT PARALLEL CURB RAMP PLACE NEW DETECTABLE WARNING SURFACE NEW CROSSWALK STRIPING 6 REMOVE EX CONCRETE 4) RELOCATE SIGN AS DIRECTED LEGEND VE.4.‘" EE NTARLE N I\ 3 DER F E \R C :-•;• -2 WA! 1:4 F*4 CURB ;EU T EF R N c / E T • "....,4E'EEEEENE DATE REVISION BY City Of Yakima Engineering Division Safe Routes to Schools Adams/Washington Schoo Sidewalks State Aid No HLP-SR15(0181 City of Yakima Project No 2412 Project Eng: RKT Drawn By- RKT Chkd. By BHS Drawing Scales Horizontal =-1.1= 4C ei4ca= none Race Street Plan Re -Bid 2 7 fit CONSTRUCTION NOTES CONSTRUCT SINGLE DIRECTION CURB RAMP ONSTRUCT PERPENDICULAR CURB RAMP 3 CONSTRUCT PARALLEL CURB RAMP 4 PLACE NE4'•! DETECTABLE WARNING SURFACE 5 NEI:'1 CRGSS'J ALK 5TRIPING REMOVE EX CONCRETE J RELOCATE SIGN AS DIRE'TED LEGEND REVISION BY City Of Yakima Engineering Division Safe Routes to Sc 'cols Adams/Garfield School Sidewalks HL= -5R' 5.r°' 5, City of Yak ma Project No 2412 T t�-1 _4;; Pone apte Street Plan 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N 73'1'42" E 930.22' 10 R/w CONSTRUCTION NOTES j * CONSTRUCT SINGLE DIRECTION CURB RAP.1P 2 ` CONSTRUCT PERPENDICULAR CURB RAMP CONSTRUCT PARALLEL. CURB RAMP 4 PLACE NEW DETECTABLE !^YARNING SURFACE 5 NEVJCROSSVVALK STRIPING 5 REMOVE EX CONCRETE t RELOCATE SIGN AS DIRE,' T LEGEND DATE REVISION 6� City Of Yakima Engineering Division Safe Routes to Schools Adams/Washington Schoo Sidewa Aid No H; P 3815:; i;, City of Yakima Protect No 2412 ks Maple Street Plan 4 7 CONSTRUCTION NOTES ONSTRUCT S>NGI. E DIRECTION CURE' RAMP ONSTRUCT PERP ENDICULAP CURB RAMP ONS ; RUCT PARALLEL CURS RAMP 4 PLACE NEW DEI_EC `ABLE ‘.b'ARNING SUR -ACE 5 : NEW CROSSWALK STRIPING 6 ; REMOVE EX CONCRETE 7 1 RELOCATE SIGN AS DIRECTED REVIS>ON BY City Of Yakima Engineering Divrslon Safe Routes to Schoo s Adams/Washington School Sidewa .. No FiLP.3 v Cit of YakIrra Project No 24`'2 ks Adams Street Plan 5 7 EaNTRACTOR TO ADJUST C. METER LDS TO GRADE AS i4EC£SSA •• CONSTRUCTION NOTES CONSTRUCT SINGLE CIFECTION CURB RAMP 2 CONSTRUCT PERPENDICULAR CURB RAMF CONSTRUCT PARALLEL CURB RAMF 4 FACE NEW DETECTABL.E WARNING SURFACE CROSS``•lALK STRIPING 6 REMOVE EX CONCRETE 7 N AS DIRECTE LEGEND DATE REVISION BY City Of Yakima Engineering Division Safe Routes to Schoo s Adams/Washington School Sidewalks S ae Aid .'JG HLP -5,-R1 5(0 4,8i City of Yakima Project No 2412 Project, Eng RKT Drawn. By RirT Chkci By BHv ..les ;r.+,nai none Adams Street Re -BIC 6 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING SCHOOL SOLAR FLASHER LOCATION RELOCATE TO LOCATION SHOWN BELOW iNv 01110411110 •WP EXISTING SCHOOL SOLAR FLASHER LOCATION RELOCATE TO LOCATION SHOWN BFLOW a. "'71)ASHER CATION ;OQI fl- FIA PFSCHOOL FLASHER RREVISION B City Of Yakima Engineering Division ) Safe Routes to Schools Adams/Washington School Sidewal Nc.), HLP -SF 15y:13) City of Yakima Pro;ect No 2412 Pmiect Eng PK nra..N7 Sy RH 07, hkdfry. Dra,,vEng 7,czaile!= Hozowai40 vecl;caii = rcre School Flashers 7 7