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HomeMy WebLinkAbout2005-075 North Front Street Historic District Phase 1 Utility Renovations Agreement with West Coast Construction, Inc. ORIGINAL - CITY OF YAKIMA CITY OF YAKIMA I r, de /`, ,7 (0 .t NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 - UTILITY RENOVATIONS CITY PROJECT NO. 2103 - PHASE 1 HLA PROJECT NO. 04087A jk Ak, Huibregtse, Lowman Associates, Inc. 1r.v.r CIVIL ENGINEERING • LAND SURVEYING • PLANNING JANUARY 2006 01/10/2006 09:37 425 - 485 -8143 WEST COAST CONST PAGE 03 JAN -10 -2006 TUE 09:27 AM HU1GREGTSE LOUMAN ASSOC. FAX NO. 509 9653800 P. 0245 ADDENDUM NO. 1 To the Contract Provisions for CITY OF YAKIMA, WASHINGTON NORM FRQNT STREET HI D)STRICT PHP,E I -- UTILITY RE�IOVATI,QNS HLA Project No. 04087A BID QPENINCz.Janeary 12. ?.00 P.M. To the attention of all bidders for the above project: The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and Specifications for this protect: ITEM 1_.- SPECIAL PROVISIQNS:IECTION 2 -02.1 _DESCRIPTION This section is supplemented with the following: An existing pedestal power service panel and meter base located at Station 86 +54 -13 ft. It. shall be disconnected from the Power Company's underground service connection, removed, salvaged and delivered to the City of Yakima Shops. Conduit run(s) to existing pedestrian lights shall be removed sufficient for the installation of a concrete section- alized vault as shown on the Plans, be capped, and location markers placed ITEM 2 — SPECIAL PROVISIONS; SECTjON 8 - 20,3tel CONpUITS Private power service conduit runs to existing building service meter locations shall be elbowed up 6 inches above the ground and capped for future extension. ITEM 3 SPECIAL PROVISIONS: SECTION 7 ..17,2 MATERIALS This section Is supplemented with the following: If the Contractor elects to use a pipe bursting method to replace the sewer mains included in the Contract, the sanitary sewer pipe material shall be either PVC or HDPE. IT 14 4 — SPE ` R . VISI • NS: SE r 7 -17. ONSTR TION : UIRE a NTS This section is revised with the following: Sanitary sewer replacement shall be constructed by either the open trench method in accordance with Section 7 -08.3 or by a pipe bursting method in accordance with Current construction practices and approved by the Engineer, or a combination of both. The Contractor shall submit a pipe bursting plan to the Engineer for his review and approval for those portions of the project where pipe bursting methods will be used. 01JAPAYAKIMAJC5540.wp0 Page 1 of 2 ADDENDUM NO. 1 01/10/2006 09:37 425 - 485 -8143 WEST COAST CONST PAGE 04 JAN-10- -2006 TUE 09;27 AN HU18REGTSE LOUf1AN ASSOC. FAX NO. 509 9653800 P. 03/05 ITEM 5 — Sp CAL PROVISIONS: SECTION 7 -17.5 PAYMENT This section is revised with the following: The lump sum price for "Sanitary Sewer Pipe, 12 Inch Diameter shall be full pay for all labor, materials, tools, and equipment necessary for the excavation including haul, furnishing, hauling, and assembling in -place the completed installation including wyes, tees. special fittings, joint materials, bedding and backfill materials (native or CSTC where required), beckfilling, compaction, temporary supporting of utility poles, lines and structures, and including any pipe bursting method costs. ITEM 6 — Blb pR POSAL• UNITi PRISE BID PItt3POSA The prospective bidder shall remove and dispose of Pages 3 -3 and 3.4 of Section 3 - t3id Pack- age and replace with the attached Pages. Changes to the bid proposal sheet include: 1) Deletion of Bid Item No. 3, "Structure Excavation Class B including Haul" which will now be included in the bid item, "Sanitary Sewer Pipe 12 -Inch Diameter," per lump sum. 2) Remove the word "PVC" from Bid Item No. 6 to read "Sanitary Sewer Pipe 12- Inch Diameter." and change the quantity of 830 linear feet to Lump Sum. 3) The quantity for Bid Item NQ. 7 "Reconnect Existing Side Sewer' is changed from 23 each to 26 each. 4) The quantity for Bld Item No. 8 "Extend Existing Side Sewer" is changed from 3 each to 4 each. 5) The quantity for Bid Item No. 13, "Gravel Backfill for Foundations Class A" is changed from 180 CV to 10 CY. ITEM 7 — SECTION 5 - LABOR STANDARDS AND WAGE RATESONpITIONS Add the following to Page 2 of the Prevailing Wage Rates for Yakima County: Prevaiiino wages C)-T Code Holiday Code Laborers - Underground Sewer 8. Water General Laborers $27.06 IN Pipe Layer $27.56 1N 50 This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. r am. w.�.► .� Ge • e Soules. P' Date Huibregtse, Louman Associates, Inc. 801 North 39 Avenue Yakima, WA 98902 Phone: (509) 966 -7000 G:UANWA)(IMA...L54Q.*0 Page 2 of 2 ADDENDUM NO. 1 RETAINAGE LIEN AND PAYMENT BOND PRECLAIM NOTICE TO PRIME CONTRACTOR T6 PT 6 `(7 February 14, 2006 { ,a c_ as SENT CERTIFIED MAIL ) - , ; t , `a RETURN RECEIPT REQUESTED TO: WEST COAST CONSTRUCTION PO BOX 419 WOODINVILLE, WA 98072 RE: RETAINAGE LIEN AND PAYMENT BOND PRECLAIM NOTICE PROJECT: NORTH FRONT STREET HISTORIC DISTRICT, PHASE ONE- UTILITY RENOVATIONS PROJECT /CONTRACT #: 2103 PRIME CONTRACTOR: WEST COAST CONSTRUCTION PRIME CONTRACTOR'S SURETY: CBIC INSURANCE You are hereby notified that the undersigned has (or will) commence(d) to furnish materials or rental equipment generally described as water & /or sewer pipe & accessories. These materials or rental equipment are for use in the prosecution of the work on the NORTH FRONT STREET HISTORIC DISTRICT, PHASE ONE - UTILITY RENOVATIONS, delivered at the request of WEST COAST CONSTRUCTION. If the undersigned is not paid for these materials or rental equipment, it will file a claim against you and the retainage held by the CITY OF YAKIMA , CITY CLERK, for payment of any sum that is due and owing to the undersigned. You are further notified that you and your payment bond will be held for payment for such materials and rental equipment so furnished. B K M• • °� •Y, as Agent NATIONAL WATERWORKS ; % P.O. BOX 1264 PUYALLUP, WA 98371 -0237 (800) 884 -5505 CC: CITY OF YAKIMA , CITY CLERK, 129 N SECOND ST, YAKIMA, WA 98901 Order # 06- 020634, dated 2/9/2006 1430 N. 16 Ave. Bldg. H PO Box 2547 Yakima, WA 98907 -2547 (509) 248-7460 Qc ord F A X T R A N S M I T T A L To: Robert Desgroselier From: Joel Pearson Phone: (509) 853 -4211 Fax: (509) 248 -9007 Fax: 5-7C -C314 5 114 - Lj3c$ E -mail: Joel pearson @acordia.com NO OF PAGES INCLUDING COVER SHEET: 1 SUBJECT: Project 2103 El Confidential El Urgent ❑ For your information ❑ Reply ASAP ❑ Please comment Bob, from the City's standpoint, the insurance meets your normal requirements. However, it does not meet the unique requirements in the contract. For example, the contract requires Owners and Contractors Protective. A description of that coverage is as follows: The Insurance Services Office Owners And Contractors Protective Liability Coverage Form — Coverage For Operations Of Designated Contractor (OCP), CG 00 09, is an unusual policy with a specific purpose. It provides coverage for the named insured's liability that arises out of operations performed for the named insured by independent contractors and are directly imposed because of the named insured's general supervision of the independent contractor. The named insured must be an owner of property, a tenant of property or another contractor for whom the designated contractor is performing operations. The liability protection under this firm ends once the project or operations are completed. The protection is also limited to a specific project and /or location. If the contractor has commercial liability coverage, they don't need separate OCP coverage. So in my opinion, the insurance language in the contract is not appropriate. Since the contract was prepared by HLA, they should probably review the certificate and let the contractor know if there are any required corrections. <. ; I 1:13 ZOO Ti MO No P ° iiiA LAGER Confirmation No,_ Cri Sent: By Page 1 CONFIDENTIALITY NOTICE: The information contained in this facsimile message, and in any accompanying documents, constitutes confidential information which belongs to Acordia. This information is intended only for the use of the individual or entity named above. If you are not the intended recipient of this information, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on this information, is strictly prohibited. If you have received this facsimile message in error, please immediately notify us by telephone at (206) 701 -5000, to arrange for its return to us. THANK YOU. Huibregtse, Lomnan Associates, Inc. /_. CIVIL ENGINEERING • • LAND SURVEYING • • PLANNING William L.Huibregtse, JeffreyT Louman, PE i Theodore W Pooler, PE Dennis J.Whitcher, PE Eric T. Herzog, PLS Michael T Battle, PE Terry D.Alapeteri, PE Daniel L. Hesse, PE Gene W Soules, PE February 6, 2006 City of Yakima 129 North Second Street Yakima, WA 98901 Attn: Chris Waarvick Re: City of Yakima NORTH FRONT STREET HISTORIC DISTRICT - PHASE 1 UTILITY RENOVATIONS City Project No. 2103 HLA Project No. 04087A Dear Chris. Enclosed for City of Yakima review and execution are three copies of the Contract Documents for the above referenced project. Please have the City Attorney review the Performance Bond as to form and sign on page 4 -5. Please review the documents and, if they are acceptable, take the following action: — The City Manager and City Clerk should sign page 4 -3. — Date the Contract on page 4 -2 the date of the City Manager's signature. — Date the Performance Bond on page 4 -4 to match the Contract date When the Contracts have been signed, please return two copies to our office and retain the "City of Yakima" copy for your records. We look forward to working with the City on this important project Should you have any questions or need additional information, please call. Very truly yours, Steven C. Sziebert SCS /jc Enclosures G: \STEVE \Library \CONTRACT to City of Yakima 2- 6- 06.wpd 801 North 39th Avenue • Yakima,WA 98902 (509) 966- 7000 • FAX (509) 965 -3800 7e; 747/1 a.///ed../ Brous, Vickey -/ d"()P From: Pechtel, George 0 0 ., `' f / Sent: Tuesday, October 03, 2006 5.07 PM To: Brons,- -Vickey__, Subject: Cie -grade project I am unable to attend the council meeting tonight to add my voice to the rest of the North Front Street Improvement Association's support for this project. The main item from my position for the project is, what city in the year 2006 stops when the train goes through it. I believe that BNSF will add many more trains through our town, but I don't know this as an absolute. I believe there is an issue of public safety, but maybe we can dodge that bullitt in another way. I am pretty sure all the cars /trucks sitting idle while the train goes through, will contribute to our air quality degeneration, but maybe the wind will blow it to Moxee What I do know and believe is that without these two underpasses, yakima will continue to be a divided city . The underpasses or regrade project isn't about additional commerce, additional jobs or even the completion of the Old North Yakima National Histoic District Renovation Project, it is about how we view ourselves and how we will be viewed by others. I believe in Yakimas future and I do not see us as the kind of place that simply stops when the train rolls through. I hope you will continue with this important community project and continue to help Yakima reinvent its self for the immediate and distant future 1 I Assistance Award /Amendment U.S. Department of Housing and Urban Development Office of Administration 1 Assistance Instrument , 2. Type of Action Cooperative Agreement X ! Grant 1 X Award ! Amendment ' 3. Instrument Number I 4 Amendment Number 15. Effective Date of this Action 6. Control Number ' B- 06 -SP -WA -1075 7 Name and Address of Recipient 18 HUD Administering Office City of Yakima CPD, EDI Special Project Division 129 North Second Street 451 7th Street, SW, Rm 7146 Washington, DC 20410 -7000 Yakima, WA 98901 ! EIN•91- 6001293 . — ' 8a. Name of Administrator ; 8b Telephone Number I 10 Recipient Project Manager 9 HUD Government Technical Representative i Richard A. Zais Gregory Lambert 202 - 708 -3773, Extension 4621 11 Assistance Arrangement 12. Payment Method ' 13 HUD Payment Office L) Cost Reimbursement i--- Treasury Check Reimbursement � Chief Financial Officier ! I Cost Sharing I 1 Advance Check ;x i Fixed Price X Automated Clearinghouse 14 Assistance Amount 15 HUD Accounting and Apropriation Data Previous HUD Amount 15a. Appropriation Number 15b Reservation Number HUD Amount this Action $198,000 00 EID 06 Total HUD Amount $198,000.00 Amount Previously Obligated Recipient Amount ! Obligation by this Action $198,000 00 Total Instrument Amount $198,000.00 ( Total Obligation $198,000 00 16 Description To the Old North Yakima Historic Restoration Project, City of Yakima, Washington for restoring buildings and improving streetscapes This Award consists of the following items which are appended to and hereby made part of this Award: (A) Cover Page - HUD 1044 (B) Grant Agreement Special Conditions: Please contact Deborah Peavler- Stewart - HUD Area Environmental Officer at 206- 220 -5150, Deborah_Peavler - Stewart @hud.gov concerning environmental review. NO FUNDS may be committed to the project or drawn down prior to environmental release of funds approval. 17 I x1 Recipient is required to sign and return three (3) copies of 1 18. 11 Recipient is not required to sign this document. this document to the HUD Administering Office. 19. Recipient (By Name): 1 20 HUD (By Name): Mr. Richard A. Zais Robert Duncan Signature & Tit (Date: ;Signature and Title I ; ,. , Date. City Manag - ) ; N ADAS for Economic Deve opment . Previous Editions are Obsolete -- form HUD -1044 /90 Ref Handbook 2210 17 • FY 2006 EDI- SPECIAL PROJECT NO. B- 06 -SP -WA -1075 GRANT AGREEMENT This Grant Agreement between the Department of Housing and Urban Development (HUD) and City of Yakima (the Grantee) is made pursuant to the authority of Public Law 109 -115 (the Department of Housing and Urban Development Appropriation Act of 2006) and a listing of certain specific Economic Development Initiative Special Projects specified in the Congressional Record of November 18, 2005. The amount shown below is 99.00% of the amount specified in the Congressional Record of November 18, 2005, because of a 1.00% rescission mandated in the Act. The Grantee's application package, as may be amended by the provisions of this Grant Agreement, is hereby incorporated into this Agreement. In reliance upon and in consideration of the mutual representations and obligations hereunder, HUD and the Grantee agree as follows: Subject to the provisions of the Grant Agreement, HUD will make grant funds in the amount of $198,000 available to the Grantee. The Grantee agrees to abide by the following: ARTICLE I. HUD Requirements. The Grantee agrees to comply with the following requirements for which HUD has enforcement responsibility. A. The grant funds will only be used for activities described in the application, which is incorporated by reference and made part of this Agreement as may be modified by Article VII (A) of this Grant Agreement. B. EQUAL OPPORTUNITY REQUIREMENTS The grant funds must be made available in accordance with the following: 1. For projects involving housing, the requirements of the Fair Housing Act (42 U.S.C. 3601 -20) and implementing regulations at 24 CFR Part 100; Executive Order 11063 (Equal Opportunity in Housing) and implementing regulations at 24 CFR Part 107. 2. The requirements of Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d) (Nondiscrimination in Federally Assisted Programs) and implementing regulations issued at 24 CFR Part 1. 3. The prohibitions against discrimination on the basis of age under the Age Discrimination Act of 1975 (42 U.S.C. 6101 -07) and implementing regulations at 24 CFR Part 146, and the prohibitions against discrimination against handicapped individuals under section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and implementing regulations at 24 CFR Part 8. 4. The requirements of 24 CFR 5.105(a) regarding equal opportunity as well as the requirements of Executive Order 11246 (Equal Employment Opportunity) and the implementing regulations issued at 41 CFR Chapter 60. 5. For those grants funding construction covered by 24 CFR 135, the requirements of section 3 of the Housing and Urban Development Act of 1968, (12 U.S.C. 1701u) which requires that economic opportunities generated by certain HUD financial assistance shall, to the greatest extent feasible, be given to low- and very low- income persons and to businesses that provide economic opportunities for these persons. 6. The requirements of Executive Orders 11625 and 12432 (concerning Minority Business Enterprise), and 12138 concerning Women's Business Enterprise). Consistent with HUD's responsibilities under these Orders, the Grantee must make efforts to encourage the use of minority and women's business enterprises in connection with grant funded activities. See 24 CFR Part 85.36(e), which describes actions to be taken by the Grantee to assure that minority business enterprises and women business enterprises are used when possible in the procurement of property and services. 7. Where applicable, Grantee shall maintain records of its efforts to comply with the requirements cited in Paragraphs 5 and 6 above. C. ENVIRONMENTAL REVIEW REQUIREMENTS. 1. If the Grantee is a unit of general local government, a State, an Indian Tribe, or an Alaskan Native Village, the Grantee agrees to assume all of the responsibilities for environmental review and decision- making and actions, as specified and required in regulations issued by the Secretary pursuant to the Multifamily Housing Property Disposition Reform Act of 1994 and published in 24 CFR Part 58. 2. If the Grantee is a housing authority, redevelopment agency, academic institution, hospital, or other non - profit organization, the Grantee shall request the unit of general local government, Indian Tribe, or Alaskan Native Village, within which the project is located and which exercises land use responsibility, to assume all of the responsibilities for environmental review and decision - making as specified in paragraph C.1 above, and the Grantee shall carry out all of the responsibilities of a recipient under 24 CFR Part 58. D. Administrative requirements of OMB Circular A -133 "Audits of States, Local governments and Non - Profit Organizations." E. For State and Local Governments, the Administrative requirements of 24 CFR Part 85, including the procurement requirements of 24 CFR Part 85.36, and the requirements of OMB Circular A -87 regarding Cost Principles for State and Local Governments. For Non - Profits, the Administrative requirements of 24 CFR Part 84, including the procurement requirements of 24 CFR Part 84.40, and OMB Circular A- 122 regarding Cost Principles for Non - Profit Institutions. For Institutions of Higher Education the applicable OMB Circular regarding Cost Principles is A -21. F. The regulations at 24 CFR Part 87, related to lobbying, including the requirement that the Grantee obtain certifications and disclosures from all covered persons. G. The regulations at 24 CFR Part 21, regarding requirements for Drug- Free Workplace. H. The Uniform Relocation Act as implemented by regulations at 49 CFR Part 24. I. The Grantee will comply with all accessibility requirements under section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and implementing regulations at 24 CFR Part 8, where applicable. J. The regulations at 24 CFR Part 35, where applicable, regarding Lead -Based Paint Poisoning Prevention in Certain Residential Structures. ARTICLE II. Conditions Precedent to Draw Down. The Grantee may not draw down grant funds until the following actions have taken place: A. The Grantee has received and approved any certifications and disclosures required by 24 CFR 87.100 concerning lobbying. B. Any other conditions listed in Article VII (C) of this Grant Agreement. ARTICLE III. Draw Downs. A. A request by the Grantee to draw down grant funds under the Voice Response Access system or any other payment system constitutes a representation by the Grantee that it and all participating parties are complying with the terms of this Grant Agreement. B. The Grantee will be paid on an advance basis provided that the Grantee minimizes the time elapsing between transfer of the grant funds and disbursement for project purposes and otherwise follows the requirements of 24 CFR Part 85 or Part 84 and Treasury Circular 1075 (31 CFR Part 205). C. Before the Grant Agreement is signed, the Grantee may incur cost for activities which are exempt from environmental review under 24 CFR Part 58 and may charge the costs to the grant. ARTICLE IV. Progress Reports. A. The Grantee shall submit to the Grant Officer a progress report every six months after the effective date of the Grant Agreement. Progress reports shall consist of (1) a narrative of work accomplished during the reporting period and (2) a completed Financial Status Report - Form 269 A. HUD may require additional information or increased frequency of reporting as described in Article VII ( C ). B. The performance reports must contain the information required under 24 CFR Part 85.40(b) (2) or 24 CFR Part 84.51(a), as applicable including a comparison of actual accomplishment to the objectives indicated in the approved application, the reasons for slippage if established objectives were not met, and additional pertinent information including explanation of significant cost overruns. C. No grant drawdowns will be approved for projects with overdue progress reports. ARTICLE V. Project Close -out. A. The grantee shall submit to the Grant Officer a written request to close -out the grant 30 days after the grantee has drawn down all funds and completed the activities described in the application, as may be amended. The final report shall consist of (1) a narrative of all work accomplished during the project period and (2) a completed Financial Status Report - Form 269 A covering the entire project period. HUD will then send the Close -out Agreement and Close -out Certification to the Grantee. At HUD's option, the Grantee may delay initiation of project close -out until the resolution of any HUD monitoring findings. If HUD exercises this option the Grantee must promptly resolve the findings. B. The Grantee recognizes that the close -out process may entail a review by HUD to determine compliance with the Grant Agreement by the Grantee and all participating parties. The Grantee agrees to cooperate with any review in any way possible, including making available records requested by HUD and the project for on -site HUD inspection. C. The Grantee shall provide to HUD the following documentation: 1. A Certification of Project Completion. 2. A Grant Close -out Agreement. 3. A final financial report giving the amount and types of project costs charged to the grant (that meet the allowability and allocability requirements of OMB Circular A -122, A -87 or A -21 as applicable, including the "necessary and reasonable" standard); a certification of the costs; and the amounts and sources of other project funds. 4. A final performance report providing a comparison of actual accomplishments with each of the project commitments and objectives in the approved application, the reasons for slippage if established objectives were not met and additional pertinent information including explanation of significant cost overruns. D. The Grantee agrees that the grant funds are allowable only to the extent that the project costs, meeting the standard of OMB Circular A -122, A -87 or A -21 as applicable, equal the grant amount plus other sources of project funds provided. E. When HUD has detelinined that the grant funds are allowable, the activities were completed as described by the Grant Agreement, and all Federal requirements were satisfied, HUD and the Grantee will sign the Close -out Agreement and Close -out Certificate. F. The Close -out Agreement will include the Grantee's Agreement to abide by any continuing federal requirements. ARTICLE VI. Default. A default under this Grant Agreement shall consist of using grant funds for a purpose other than as authorized by this Agreement, any noncompliance with legislative, regulatory, or other requirements applicable to the Agreement, any other material breach of this Agreement, or any material misrepresentation in the application submissions. ARTICLE VII. Additional Provisions. A. Project Description. The project is as described in the application with the following changes: None B. Changes or Clarification to the Application Related to Participating Parties: The Administrative Agent if any: C. Special Conditions: The 2006 HUD Appropriations Act provides that no funds made available under the Act may be used to support any Federal, State or local projects that seek to use the power of eminent domain, unless eminent domain is employed only for a public use. For purposes of this provision, public use shall not be construed to include economic development that primarily benefits pnvate entitites. U.S. Department of Housing City of Yakima and Urban Development Mr. Richard A. Zais a/94OP iflijtvnfe,o-,,„ , \ ____ Authorized Signature Authorized Signature Robert Duncan r\_ Associate Deputy Assistant Secretary Title for Economic Development 3 ,f NN\ Date — - -- - - Date .f (Y> BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No.. For Meeting Of 9/5/06 ITEM TITLE: Final Contract Payment for North First Street Histonc District PH I Utility Renovations SUBMITTED BY: William Cook, Director of Community and Economic Development CONTACT PERSON /TELEPHONE: Brett Sheffield — 576 -6797 SUMMARY EXPLANATION: This project consisted of constructing approximately 830 LF of existing sanitary sewer main, reconnecting existing side sewers for future use, constructing approximately 530 LF of new storm drain laterals with surface inlet catch basins and constructing electrical power vaults and conduit runs for future grounding of existing overhead power systems and services. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Contractor: West Coast Construction, Inc. Contract Award: 2/9/06 Contract Cost: $284,476.78 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source CBD Capital Improvement Fund APPROVED FOR SUBMITTAL: d' °. '" City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: Project accepted and final payment approved. City of Yakima Estimate No. 4 & Final 129 North Second Street Yakima, WA 98901 Date July 20, 2006 TO: West Coast Construction Co., Inc. NORTH FRONT STREET HISTORIC P.O. Box 419 DISTRICT, PHASE 1 - Woodinville, WA 98072 UTILITY RENOVATIONS Project No. 04087A -C Item Bid Estimate 3 Estimate 4 Quantity Unit Contract No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% 28,000.00 28,000.00 100% SCHEDULE A: SANITARY SEWER a) 2 Temporary By -Pass Pumping LS 1 0% 0% 100% 6,850.00 6,850.00 100% c it Structure Excavation CI ..c B Including o v 3 Haul GY 4439 0 0 8 9108 0.00 0% a; 4 Shoring or Extra Excavation Class B LF 8,650 0 0 8,650 0.35 3,027.50 100% 5 Gravel Backfill for Foundations Class A CY 20 0 0 0 40.00 0.00 0% PVC Sanitary Sewer Pipe 12 -Inch o 0% 100% 0 6 Diameter LS 1 0 /0 0 /0 100 /0 61,700.00 61,700.00 100 /o 7 Reconnect Existing Side Sewer EA 26 0 0 25 400.00 10,000.00 96% 8 Extend Existing Side Sewer EA 4 0 0 4 125.00 500.00 100% g 9 New 6 -Inch Side Sewer EA 3 0 0 3 500.00 1,500.00 100% 10 Manhole 48 -Inch Diameter Type 1 EA 3 0 0 3 5,000.00 15,000.00 100% 11 Special Manhole Cover - "Sewer" EA 10 5 0 10 350.00 3,500.00 100% 12 Testing Sewer Pipe LF 830 830 0 830 2.00 1,660.00 100% SUBTOTAL, SCHEDULE A 103,737.50 G: \PROJECTS\2004 \04087A \NORTH FRONT ST - PH 1 - EST #4 & Final Page 1 Item Bid Estimate 3 Estimate 4 Quantity Unit Contract , No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity SCHEDULE B: STORM SEWER 13 Gravel Backfill for Foundations Class A CY 10 0 0 0 40.00 0.00 0% 14 Structure Excavation Class B Including CY 180 0 0 140 20.00 2,800.00 78% Haul 15 Schedule A Storm Sewer Pipe 12 -Inch LF 495 120 0 508 42.00 21,336.00 103% Diameter 16 Catch Basin, Type 1 EA 6 1 0 6 850.00 5,100.00 100% 17 Catch Basin, Type 2, 48 -Inch Diameter EA 2 0 0 1 2,500.00 2,500.00 50% 18 Special Manhole Cover - "Drain" EA 4 2 0 4 350.00 1,400.00 100% A 19 _Testing Storm Sewer Pipe LF 495 495 0 495 2.00 990.00 100% c SUBTOTAL, SCHEDULE B 34,126.00 v 0 SCHEDULE C: UNDERGROUND ELECTRICAL (POWER COMPANY) 20 Power Company Underground System LS 1 20% 0% 100% 35,500.00 35,500.00 100% cz SUBTOTAL, SCHEDULE C 35,500.00 c al SCHEDULE D: PRIVATE POWER SERVICE LINES a 21 Conduit 3 -Inch Diameter LF 750 655 0 655 26.00 17,030.00 87% 22 Conduit 4 -Inch Diameter LF 260 720 0 720 23.00 16,560.00 277% eE SUBTOTAL, SCHEDULE D 33,590.00 SCHEDULE E: MISCELLANEOUS 23 Removal of Concrete Pavement SY 1350 0 0 1350 5.00 6,750.00 100% 24 Asphalt Pavement Repair SY 400 341 0 341 15.25 5,200.25 85% 25 Temporary Cold -Mix Patch TON 50 0.00 0.00 16.59 85.00 1,410.15 33% 26 Crushed Surfacing Top Course TON 450 159.18 0.00 451.59 24.00 10,838.16 100% 27 Minor Change FA Estimated 6,152.86 0.00 6,152.86 5000.00 6,152.86 123% Estimated 28 Project Temporary Traffic Control LS 1 35% 0% 100% 5,000.00 5,000.00 100% SUBTOTAL, SCHEDULE E 35,351.42 G: \PROJECTS12004 \04087A \NORTH FRONT ST - PH 1 - EST #4 & Final Page 2 SUBTOTAL, WORK TO DATE 270,304.92 PLUS MATERIALS ON HAND 0.00 SUBTOTAL AMOUNTS 270,304.92 8.2% STATE SALES TAX (Schedules A, C, and D) 14,171.86 TOTAL 284,476.78 LESS TOTAL RETAINAGE 13,515.25 LESS AMOUNTS PREVIOUSLY PAID 270,961.53 AMOUNT NOW DUE 0.00 Estimate No. 1 $ 74,413.47 Estimate No. 2 $ 127,758.61 es Estimate No. 3 $ 68,789.45 Estimate No. 4 and Final $ 0.00 A 0 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. 2 By: G 1 E W. SOULE � E ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with section 1 -09.9 of the WSDOT Standard Specifications. li/a/k West coast Construction Co., Inc. Date: G:\PROJECTS12004 \04087A1NORTH FRONT ST - PH 1 - EST #4 & Final Page 3 VHF 5°( BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. * 9 For Meeting Of 9/5/06 ITEM TITLE: Final Contract Payment for North First Street Historic District PH I Utility Renovations SUBMITTED BY: William Cook, Director of Community and Economic Development CONTACT PERSON/TET EPHONE: Brett Sheffield — 576 -6797 SUMMARY EXPLANATION: This project consisted of constructing approximately 830 LF of existing sanitary sewer main, reconnecting existing side sewers for future use, constructing approximately 530 T of new storm drain laterals with surface inlet catch basins and constructing electrical power vaults and conduit runs for future grounding of existing overhead power systems and services. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Contractor: West Coast Construction, Inc. Contract Award: 2/9/06 Contract Cost: $284,476.78 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution ._ Ordinance X Other (Specify) Final Contract Payment _Contract _ Mail to (name and address): Funding Source CBD Capital Improvement Fund APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMVlENDATION: Accept the project and approve final estimate. COUNCIL ACTION: Project accepted and final payment approved. City of Yakima Estimate No. 4 & Final 129 North Second Street Yakima, WA 98901 Date July 20, 2006 TO: West Coast Construction Co., Inc. NORTH FRONT STREET HISTORIC P.O. Box 419 DISTRICT, PHASE 1 - Woodinville, WA 98072 UTILITY RENOVATIONS Project No. 04087A -C Item Bid Estimate 3 Estimate 4 Quantity Unit Contract No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% 28,000.00 28,000.00 100% c SCHEDULE A: SANITARY SEWER ftl 2 Temporary By -Pass Pumping LS 1 0% 0% 100% 6,850.00 6,850.00 100% co Structure Excavation Claw, B Including o 3 } G-Y 4-140 0 0 0 8:00 0.00 0 /o w 4 Shoring or Extra Excavation Class B LF 8,650 0 0 8,650 0.35 3,027.50 100% 5 Gravel Backfill for Foundations Class A CY 20 0 0 0 40.00 0.00 0% s PVC Sanitary Sewer Pipe 12 -Inch o 0% 100% 0 6 Diameter LS 1 0 /0 0 /0 100 /0 61,700.00 61,700.00 100 /o z e 7 Reconnect Existing Side Sewer EA 26 0 0 25 400.00 10,000.00 96% 8 Extend Existing Side Sewer EA 4 0 0 4 125.00 500.00 100% g 9 New 6 -Inch Side Sewer EA 3 0 0 3 500.00 1,500.00 100% 10 Manhole 48 -Inch Diameter Type 1 EA 3 0 0 3 5,000.00 15,000.00 100% 11 Special Manhole Cover - "Sewer" EA 10 5 0 10 350.00 3,500.00 100% 12 Testing Sewer Pipe LF 830 830 0 830 2.00 1,660.00 100% SUBTOTAL, SCHEDULE A 103,737.50 G:\PROJECTS\2004 \04087A1NORTH FRONT ST - PH 1 - EST #4 & Final Page 1 Item Bid Estimate 3 Estimate 4 Quantity Unit Contract No. Descri•tion Unit Quantity Quantity Quantity to Date Price Amount Quantit■ SCHEDULE B: STORM SEWER 13 Gravel Backfill for Foundations Class A CY 10 0 0 0 40.00 0.00 0% 14 Structure Excavation Class B Including CY 180 0 0 140 20.00 2,800.00 78% Haul 15 Schedule A Storm Sewer Pipe 12 -Inch LF 495 120 0 508 42.00 21,336.00 103% Diameter 16 Catch Basin, Type 1 EA 6 1 0 6 850.00 5,100.00 100% 17 Catch Basin, Type 2, 48 -Inch Diameter EA 2 0 0 1 2,500.00 2,500.00 50% 18 Special Manhole Cover - "Drain" EA 4 2 0 4 350.00 1,400.00 100% 4 19 Testing Storm Sewer Pipe LF 495 495 0 495 2.00 990.00 100% t i- SUBTOTAL, SCHEDULE B 34,126.00 fo G Cg SCHEDULE C: UNDERGROUND ELECTRICAL (POWER COMPANY) — A 20 Power Company Underground System LS 1 20% 0% T 100% 35,500..00 35,500.00 100% 0 SUBTOTAL, SCHEDULE C 35,500.00 c SCHEDULE D: PRIVATE POWER SERVICE LINES J 1 21 Conduit 3 -Inch Diameter LF 750 655 0 655 26.00 17,030.00 87% 1 22 Conduit 4 -Inch Diameter LF 260 720 0 1 720 23.00 16,560.00 277% _ g SUBTOTAL, SCHEDULE D 33,590.00 SCHEDULE E: MISCELLANEOUS 23 Removal of Concrete Pavement SY 1350 0 0 1350 5.00 6,750.00 100% _ 24 Asphalt Pavement Repair SY 400 341 0 341 15.25 5,200.25 85% 25 Temporary Cold -Mix Patch TON 50 0.00 0.00 16.59 85.00 1,410.15 33% 26 Crushed Surfacing Top Course TON 450 159.18 0.00 451.59 24.00 10,838.16 100% 27 Minor Change FA Estimated 6,152.86 0.00 6,152.86 5000.00 6,152.86 1:23% Estimated __ 28 Project Temporary Traffic Control LS 1 35% 0% 100% 5,000.00 5,000.00 100% SUBTOTAL, SCHEDULE E 35,351.42 __ G: \PROJEC )4087A \NORTH FRONT ST - PH 1 - EST #4 & Final 2 SUBTOTAL, WORK TO DATE 270,304.92 PLUS MATERIALS ON HAND 0.00 SUBTOTAL AMOUNTS 270,304.92 8.2% STATE SALES TAX (Schedules A, C, and D) 14,171.86 TOTAL 284,476.78 LESS TOTAL RETAINAGE 13,515.25 LESS AMOUNTS PREVIOUSLY PAID 270,961.53 AMOUNT NOW DUE 0.00 Estimate No. 1 $ 74,413.47 Estimate No. 2 $ 127,758.61 Estimate No. 3 $ 68,789.45 Estimate No. 4 and Final $ 0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. apr By: G E W. SOULE , `E ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with section 1 -09.9 of the WSDOT Standard Specifications. 8/a �G West coast Construction Co., Inc. Date: G: \PROJECTS\2004 \04087A\NORTH FRONT ST - PH 1 - EST #4 & Final Page 3 Will Schimmels ( C 1 C } , , '�'� Right of Way Manager �. Qwest, 904 N. Columbus Spirit of Service® Spokane, WA 99202 March 8, 2006 509 455 2734 office 509 455 2104 fax will.schimmels@gwest.com Qwest Mr. Chris Waarvick City of Yakima Spirit of Service'" Director of Public Works 2301 Fruitvale Blvd. Yakima, WA 98902 RE: Telecommunications easement Mr. Waarvick, Please find the enclosed proposed easement agreement for the City of Yakima's property at First Street and East "A" Street. Pages 3 and 4 provide details of the easement location. The intent of this easement is acquire easement nghts from the City of Yakima to protect Qwest's facilities that are being place underground in conjunction with the beautification process taking place at this location. If all looks ok, please provide the appropriate signatures on page 2 along with a notary and return to me in the self - addressed envelope provided. Please call if you have any questions. I can be contacted at 509 - 455 -2734. Thank you for your attention to this matter. Sincerely, 0 Will Schimmels Qwest Corporation Right of Way Manager RETURN TO QWEST R.O.W. 904 N. Columbus Spokane, WA 99202 RECORDING INFORMATION ABOVE R/W# EASEMENT AGREEMENT The undersiged Grantor(s) City of Yakima for and in consideration of Mutual Benefit Dollars ($ 0.00 ) and other good and valuable consideration, the receipt whereof is hereby acknowledged, does hereby grant and convey unto Qwest Corporation, a Colorado Corporation ( "Grantee "), whose address is 1801 California St., Suite 5200, Denver, CO 80202, its successors, assigns, affiliates, lessees, licensees, and agents a perpetual non - exclusive easement to construct, modify, add to, maintain, and remove such telecommunications facilities, electrical facilities and gas facilities, and other appurtenances, from time to time, as Grantee may require upon, over, under and across the following described property situated in the County of Yakima , State of Washington, which the Grantor owns or in which the Grantor has an interest ( "easement area "), to wit: LOT 13 -19 BLK 10 - YAKIMA SECTION 19 TOWNSHIP 13 N RANGE 19 EWM TAX PARCEL# 191319 - 23403,23404,23405,23406,23407 SEE EXHIBITS) A & B ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. Grantor further conveys to Grantee the right of ingress and egress to and from the easement area during all periods of construction, maintenance, installation, reinforcement, repair and removal over and across Grantor's lands with the right to clear and keep cleared all trees and other obstructions as may be necessary for the Grantee's use and enjoyment of the easement area. • Grantee shall indemnify Grantor for all damages caused to Grantor as a result of Grantee's negligent exercise of the nghts and privileges herein granted. Grantee shall have no responsibility for environmental contamination, which is either pre- existing or not caused by Grantee. Grantor reserves the right to occupy, use and cultivate the Easement Area for all purposes not inconsistent with the rights herein granted. Grantor covenants that Grantor is the fee simple owner of the Easement Area or has an interest in the Easement Area. Grantor will warrant and defend title to the Easement Area against all claims. Grantor hereby covenants that no excavation, structure or obstruction will be constructed, or permitted on the Easement Area and no change will be made by grading or otherwise that would adversely affect Grantee's use and enjoyment of the Easement Area. The rights, conditions and provisions of this Agreement shall run with the land and shall inure to the benefit of and be binding upon the Grantor and Grantee and their respective successors and assigns. Initials Page 1 of 4 RECORDING INFORMATION ABOVE Any claim, controversy or dispute arising out of this Agreement shall be settled by arbitration in accordance with the applicable rules of the American Arbitration Association, and judgement upon the award rendered by the arbitrator may be entered in any court having jurisdiction thereof. The arbitration shall be conducted in the county where the Easement Area is situated. Corporate Easement Dated this 22nd day of March 2006 GRANTOR: City of Yakima (Official name of corporation) By: Name: R. A. Zais, Jr. Title: City Manager STATE OF WASHINGTON ) ) ss: COUNTY OF ) The forgoing instrument was acknowledged before me this 22 tay of March ,2006 , b R. A. Zais, Jr. as [President, Vice president or other] of City of Yakima ,a [State] WA corporation, on behalf of the corporation. [NOTARY S,ROBEC et' . EXP, Witness my hand and official seal: 4 IC 0 Q V g Karen S. Robert Notary Public IPA �� AY 11 OFWP S ��� My commission expires: May 12, 2009 R/W# Job # C6WA059 Exchange Yakima Glencourt County: Yakima 1/4 Section NW Section: 19 Township 13 N Range: 19 EWM Page 2 of 4 EXHIBIT "A" Lots 13, 14, 15, 16, 17, 18 and 19, Block 10: Yakima. Said easement being an 8' wide strip of land as placed along the Northerly, Westerly and Southerly property lines of the above described property, the centerline of which will be determined by facilities placed, see Exhibit `B" attached. Parcel # 191319 — 23403, 23404, 23405, 23406, 23407 R/W Ref. # CPD # C6WA059 Page 3 of 4 . - EXHIBIT "B" Portion of the NW Vs of Section 19, Township 13 North, Range 19 EWM /7 Cr STI ear-PJ E s -:-:. • , it 4 AsE m E -:.:. 2a ...•-: • :. - • • ... • - sivil :. :::.‘ ------ 2 „-- .:.-.‘ ,----- U\ .6: ....:.:::::::.:*'''':*%. • . --N • . • .75 , ....:.::::::::.:::;•:•:•••• ., -::. - - • - - - - - . . . . . . . . . . . ...-.......- . .•.......•...- . . .. . . .. . . . ... .. \ ..- \ \ \ \ \ \ \ , . . . -.... N -.:.:. ::. 2 NA A V U E 10 F R/W Ref # CPD # C6WA059 Parcel # 191319 23403 Page 4 of 4 CONFIDENTIAL Menke Jackson Beyer Elofson Ehlis & Harper, LLP 807 North 39th Avenue ti ,, r: , t Yakima, WA 98902 (509) 575 -0313 MAR 0 9 ?006 11'Y LEGAL D P City of Yakima 2/28/2006 Accounts Payable 129 N. 2nd Street Yakima, WA 98901 Account # 462 - Grade Separation Issue DATE ACTION QTY AMOUNT 01/31/2006 Balance forward 262.50 02/01/2006 Work on status memo re grade separation re SEPA/VEPA eminent 3.5 490.00 domain and reimbursement of funds (KWH) 02/13/2006 TC w/Bill Cook, Kay Adams re NEPA -SEPA procedures (KWH) 0.3 42.00 02/14/2006 TC w /clients re grade separation legal issues; initial review of 1 140.00 repayment obligation for federal funds (KWH) 02/15/2006 Work on revisions to memo re NEPA, etc. (KWH) 0.3 42.00 02/16/2006 TC w/Paolella re business loss compensation issue (KWH) 0.4 56.00 02/21/2006 Work on assessment of eminent domain compensation issues 0.75 105.00 (KWH) 02/25/2006 Work on analysis of business compensation issues (KWH) 4 560.00 02/27/2006 Continued work on compensation issues re grade separation 2.5 350.00 project, including memo re same (KWH) 02/28/2006 Work on grade separation eminent domain analysis (KWH) 2.75 385.00 02/28/2006 Photocopy Charge 1 57.80 AMOUNT DUE Please make checks payable to Menke Jackson Law Firm. A finance charge of 1% per month may be added to accounts not paid within 30 days. $2,490.30 CITY OF YAKIMA CONTRACT DOCUMENTS FOR NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 — UTILITY RENOVATIONS c� $ -0 W. s • , � 17480 w p' 4bISTZ3 a lb SIO NAI, 1,�1 EXPIRES 70ouh, 17, 2006 CITY PROJECT NO. 2103 — Phase 1 HLA PROJECT NO. 04087A OWNER: ENGINEER: City of Yakima Huibregtse, Louman Associates, Inc. 129 North Second Street 801 North 39th Avenue Yakima, WA 98901 Yakima, WA 98902 FUNDING SOURCES: Washington State Transportation and Construction Budgets JANUARY 2006 Z:\JAN \SPECS \04087A -Ph l - YK.wpd CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 — UTILITY RENOVATIONS City of Yakima Project No. 2103 HLA Project No. 04087A TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 INVITATION TO BID 1 -2 SECTION 2 - INFORMATION FOR BIDDERS 2 -1 INFORMATION FOR BIDDERS 2 -2 SECTION 3 - BID PACKAGE 3 -1 BID PROPOSAL 3 -2 UNIT PRICE BID PROPOSAL 3 -3 BID BOND FORM 3 -5 NON - COLLUSION DECLARATION 3 -6 NONDISCRIMINATION PROVISION 3 -7 BIDDER'S DATA FORM 3 -8 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 3 -9 RESOLUTION NO. D -4816 3 -10 AFFIRMATIVE ACTION PLAN 3 -11 BIDDERS CERTIFICATION 3 -13 SUBCONTRACTORS CERTIFICATION 3 -14 PROPOSAL 3 -17 BIDDER'S CHECK LIST 3 -18 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4 -2 PERFORMANCE BOND 4 -4 SCHEDULE OF WORKING HOURS 4 -6 INSURANCE FORM 4 -7 MINIMUM WAGE AFFIDAVIT 4 -10 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5 -2 SECTION 6 - AMENDMENTS 6 -1 SECTION 7 - TECHNICAL SPECIFICATIONS 7 -1 STANDARD SPECIFICATIONS 7 -2 SPECIAL PROVISIONS 7 -3 SECTION 8 — WSDOT STANDARD PLANS, AND PACIFICORP VAULT DETAILS 8 -1 Z:\JAN \SPECS \04087A -Ph 1- YK.wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z: \JAN \SPECS \04087A -Ph 1- YK.wpd INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on January 12, 2006, and then be opened and publicly read for the construction of: CITY OF YAKIMA NORTH FRONT STREET HISTORIC DISTRICT — PHASE 1 — UTILITY RENOVATIONS City of Yakima Project No. 2103 Reconstruct approximately 830 LF of existing sanitary sewer main, reconnect existing side sewers and construct new side sewers for future use, construct approximately 530 LF of new storm drain laterals with surface inlet catch basins, construct electrical power vaults and conduit runs for future under grounding of existing overhead power system and services, and other related work. All in accordance with the Plans and Specifications as prepared by Huibregtse, Louman Associates, Inc., and approved by the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such contact and furnish satisfactory performance bond within the time stated in the Specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and Specifications may be obtained at the office of Huibregtse, Louman Associates, Inc., located at 801 North 39 th Avenue, Yakima, WA 98902, (509) 966 -7000, upon payment of the amount of $40.00 for each set, non - refundable. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. DATED this 14" day of December, 2005 KAREN S. ROBERTS CITY CLERK Publish: December 19, 2005 December 22, 2005 Z: \JAN \SPECS \04087A- Phl- YK.wpd 1 -2 SECTION 2 - INFORMATION FOR BIDDERS Z: \JAN \SPECS \04087A -Ph 1- YK.wpd 2- INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2:00 p.m., January 12, 2006, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for NORTH FRONT STREET HISTORIC DISTRICT - PHASE 1 — UTILITY RENOVATIONS, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. When the Agreement is executed, the bonds of the unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the Z: \JAN \SPECS \04087A- Phl- YK.wpd 2 -2 OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Gene Soules, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509) 966- 7000, FAX: (509) 965 -3800. Z: \JAN \SPECS \04087A -Phl- YK.wpd 2 -3 SECTION 3 - BID PACKAGE Z: \JAN \SPECS \04087A -Phi - YK.wpd 3-1 CITY OF YAKIMA 129 NORTH 2 STREET YAKIMA, WASHINGTON BID PROPOSAL NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 - UTILITY RENOVATIONS YAKIMA, WASHINGTON City of Yakima Project No. 2103 - Phase 1 To: City Clerk City of Yakima Proposal of WEST COAST CONSTRUCTION CO., Inc, (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington, doing business as -'--► r (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the NORTH FRONT STREET HISTORIC DISTRICT - PHASE 1 - UTILITY RENOVATIONS - City of Yakima Project No. 2103 - Phase 1, in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each day thereafter as provided for in Section 1 -08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: I BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z: \JAN \SPECS \04087A -Phl- YK.wpd 3 -2 01/10/2006 09:37 425 - 485 -8143 WEST COAST CONST PAGE 01 JAN -10 -2006 TUE 09 :28 All HU1BREGTSE LOUIIAN ASSOC. FAX NO, 509 9653800 P. 04/05 1,1/11T PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must' be initialed by the signer of the bid, in accordance with Section 1 -02.5.) Sales tax shall be included in the unit prices where indicated. CITY OF YAKIMA NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 - UTILITY RENOVATIONS City of Yakima Project No. 2103 - Phase 1 HLA Project No. 04087A ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DQl.LARS•CTS DOLLARS -CTS 1 Mobilization LUMP SUM �- - r ' SCHEDULE A: SANITARY SIWER a'iMaTaxhllitincludad Temporary By -Pass Pumping LUMP SUM -. - X • . -. �° 6' i 420 _ . . ' / • Shoring or Extra Excavation Class B SF 8,690 X 40 -� _ � ::::::):73:01,1.613 ti.- e Giravei Backlit' for Foundations Class CY 20 X "2- A 9 Q.'6 Sanitary Sewer Pipe 12 -Inch LUMP SUM - X Diameter Reconnect Existing Side Sewer EA 26 X WC, i a I 0 W (I r e Extend Existing Side Sewer EA 4 X f '. , C Q K? f1 9 New 8.Inch Side Sewer EA 3 X Jj s /5.1f,-,) / ;-r 10 Manhole 48 inch Diameter Type 1 SJ► 3 X , 7f ) , r r _ / , L, O I) . 11 Special Manhole Cover -"Sewer" EA 10 X 3 s' 12 Testing Sewer Pipe LF 830 X • Z e U a / ‘ it; 12.. SCHEDULE B: STORM SEWER , sari. Lax.lh"aludsd Gravel Backtilt for Foundations Class CY 10 X __. A ;1 III Structure Excavation Cleo B CY 180 X r including Haul �a I tt j , Schedule A Storm Sewer Pipe 12 -Inch LF 495 X YI D Diameter ,,�' �� �) 1 , -- 18 Catch Basin, Type 1 EA 6 X g 'a , r..' ` /eo . c" G .)ANWAKIMA.IC5WQ.wpd 3 -3 ADDENDUM NO. 1 01/10/2006 09:37 425-485 -8143 WEST COAST CONST PAGE 02 JAN - 10.2006 TUE U9:28 AM HUIBRRGTSE LOUMAN ASSOC. FAX HO. 509 9653800 P. 05/05 ITEM QUANT. I NIT_ RICA; AMOUNT f NO. ITEM OESCl PI1ONN DOLLARS-CTS II DOLLARS-CTS Catch Seem, Type 2, 48-Inch Oiamster =WO � 0 ' MO is 3 / 18 Special Manhole Cover - "Brain' a OQf� 9 18 Testing Storm Sewer Pipe �i El ` " tr Gr1 1 SCHEDULE C: UNDERGROUND ELECTRICAL (POWER COMPANY) 20 Power Company Underground System D m I „ 35:500„ SCHEDULE D: PRIVATE POW SERVICE LINES NM { }yf f r-------') EMI Conduit 3 -1nch Diameter 750 a .., o * 2P? .' Ella Ill Conduit 4 -inch Diameter 264 �, r� / f .. SCHEDULE E: MISCELLANEOUS i s'`rtirn .e i . ' r - 23 Removal of Concrete Pavement 1,350 '. - 7 t`1 9- ° 24 Asphalt Pavement Repair 400 ' J i s r rill Temporary Cold-IA: Patch TON 50 is vs, Z'�' . 2 - Cru6hed Surfacing Top Course TON 450 C. : !yl f) °. ✓ ‘ rill Minor Change I i/EI 5.000.00 / 28 project Temporary Traffic Control LUMP SUM 1 gr3 O (its �� ', ® ' 4k 7 &2% STATE SALES TAX ON SCHEDULES A, C. & D ONLY ' - i " 1 DID TOTAL . 28.1.11S111.1 ,� 6 dttS h l Il[ G:uaa+iYAKIAM..:cSWOM.pd 3-4 ADDENDUM NO. I BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, , as principal, and , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 20 Principal Surety , 20 Received return of deposit in the sum of $ 3 -5 rrhe branch BONDS nearest CPIC you, call toll free: `si (888 283-242 293 -2242 FAX (Public Work) INSURANCE Premium: KNOW ALL BY THESE PRESENTS., That we; West Coast Construction Co. , Inc , as Principal, and CONTRACTORS BONDING AND LNSURANCE COMPANY, Surety, are held and firmly bound unto City of Yakima , Obligee, in the slim of 5% Of Amount Bid Dollars ($ * *5 % ** ) for the payment of which we bind ourselves, and our successors and assigns, jointly and severally, firmly by these presents. 'WHEREAS, Principal has submitted or is about to submit a bid to the Obligee on a contract for North Front Street Historic District — Phase 1 — Utility Renovations ("Project"). NOW, THEREFORE, the condition of this bond is that if Obligee accepts Principal's bid, and Principal enters into a contract with the Obliges in conformance with the terms of the bid and provides such bond or bonds as may be specified in the bidding or contract documents, then this obligation shall be void; otherwise the Principal and Surety will pay to the Obligee the difference between the amount of the Principal's bid and the amount for which the Obligee shall in good faith contract with another person or entity to perform the work covered by the Principal's bid, but in no event shall the Surety's and Principal's liability exceed the penal sum of this bond. Signed and sealed this 12th day of January , 2006 West Coast Construction ( t. (Seal) Print _ , By: 444, CONTRACTORS BONDING AND L1vSURANICE COMPANY - ,, s 4-1 i Ae By: / / e -in -Fact • - d ° ° 0 0' � � �_ z 00 00 : 00 -- r..� - O q Op --- 1' 0 00 .: O p ..0 0.. ° - 00 - 00 T "Il qa e '- - Oe ^ 000 '' ._ Oe Oo .' Oe ^ 9e r 00 .' - 0a l _ 00 r ^_ Oe 0 �_ - 000 ^ 000 .000. � -" - 0000 0 0 0 0'. - - - OOep � -� 4000 " ' � 0 09 0 �� � 0660 ^'� 0000" �- �� OOOp � ., ti 000 ^ '0000 � 0000 � - - 0000 bOOp .�. OO d °O °a p °e °d:0 0. O °00°O°e . Pp Iii b°a0°pe°° 011 O0 °eQd00°O0:40�e0o°o p= °° °04000° ST O ° °d000a °O pP °0 q III�U °o°OOO�d°d p O °°a p O°aOd °w^I I � y° 6° a y e o 0 ° pyw . ►q°a ° e °�0 99 ° e �O °OBdp ° °P p�A °P °0 °d °0 °O °P° 6�0 °0 °O °0 °0 °p ° °P 4+�a °90 °O °o °0 ° ° °P�, °Q °0O °9 °4 °0 °d° Pia °OQ09 °0 °p °O °P°° Pia °O0 °4 °0 °0 °0 °0 °ova °O0 °P °0 °o °0 °peP+�9, °4 °0 °0 °9 °0 p °� as °O0 °0 °0 °0 °0 °d� Petro °q0 °9 °0 °d °0 °d° arc °O0 °0 °o °9 °4 °04 i0 °0 °0 °4 °d °0 ° °a0�tl° °o °b °o °o °o ° °° u+�trra ° °da�+D000 °°e0 0 ° -0OOd ° °° 00004 °9 ° °0 °0°0040 ° °0 OOd O° ° ° O °°000 ° °p °�q °9000 °4004800 ° 0o° Od0 PP ° ° °OOOP90°4 °pay ° °0°4 A °�g °oop ° 0 0 4 0 ` lt °° °oeo-'b13j9�9Od9a098�4�4¢4°� °p�g 1419�" v'°P0g4�0oV e 49° ,04 9 9 g 4 � 9 i 0 0 4 � ° 64 a�° 4 00o9 �a� p 4� ° 90° � 049�� °�gQ44'i4t4P4i4�toto' 044 °ipiQ04044tf4 °`OVq,itttt isle" 9�9�oa4�4oPt"" °`44a�0��°44��49 °goo,oQap°9a° t\ €, � (Ia 1 Q i f� 1 q v V f t i 9 t o ��� t tt,- Cqrl tt , 11:0: ti 1 d4d ° .p�+; ' - ..o d °°000 0 ° 0 °0 °4 °o °s °s_ � [" ATTO o °6 °e °0 °o °0 °0 ' 0 tr40 (i t i Z ,: I ITS f." ITT 'Ogo �°o°°° ° 0 ' t .�I °0p4by v eb °° , 9 °a .7ENs R Amcc ° ° b °d 0 0o a= "SO °°° ° °b Bonds Power of Attorne -1a,o °e°°° 4°tra o aP i i 3 +. °° a N umber. 4! t; ,`' 4 0pp44-- Executed On or After; DECEMBER 31ST, 20 982355 a;;,op r/ 900o --. ° m: ° °0°OQe4o°1Nr_.3 v °oe °0°0 000 0 4 0,4 p i p e ° 4 e a p0 4 0 !F, if! 2 . c r�. y . � Z, \ r,, i ..:: .,� , 5a�` zM r ' " .{, �". ;; ,. '� = � _ V ,. .,' "' ta� > g P ° °p °\ t3 3 < y < - 6 � � t k `�? 1 � / L 4 s .rte,' -3 0 1 0 ' T A � bi d i ri lli p ?�`y . 4'.. 1;14 1 t \ 4 o� v /�. �,._.., � .....�2.:...... �. � 3.. u, ,..� �� 3�., �1'„ '�y.. ,.,.1'�£"3vz ,,,:,,,a.�.- �✓._,.:�, �sw..<.�.- :✓v'r� this Power of Attorney document is valid. A valid original of this document is printed on gray ' s,. ! 4°pe Only an unaltered original of �e$$°o Q ep°0 A4 �°- ,p 6 e4*3 security paper with black and red ink and bears the seal of Contractors Bonding and Insurance Company (the "Company") .eopao3S 1 a° - The original document contains a watermark with the letters "cbic" embedded :. in the paper rather than printed upon it. The � O .' al' 4 op9 ° ° Q ° p°c watermark appears in the blank space beneath the words "Limited Power of Attorney" at the top of the document and is ° °A4� ii / 1 - 0 P o 4� moo 9404 °9 9°6°0 °oo°° °o °0°° °0°4 °° p °e °veeoetl visible when the document is held to the Light. This"document is valid solely in comlection with the executiatt and delivery"of � Paao °e °a p 9,99$;0 dq the bond bearing the number indicated below, and provided also that the bond is of the type indicated below This document *II: a° i tl Ilie;p is. valid only if the bond is executed on or before the date indicated above 64064.: , 9;;4 ' i l l "404ed a: 4 ° ° 99 °0° °b°° °° p°o °e°o°o°0°° 4 ° o o a ° 0 °0°°°00 o gt,e °a« KNOW ALL MEN BY TE ESE PRESENTS, that the Company does herby make, constitute �opa ° pe ° o bonds and ; , : l i n ° and appoint t he following >: J EFFREY L. STEWART, FRANK MCALLISTER, KEITH BEAN naaP t., p0.a ° t' �p0oao °a. and KARLA JAGLA -REITZ its true and lawful Attorneys) -in - Fact, with full power o; l l;• t a °4 p 0 ����p e �� ° P e4 P Pp I ' OP Pa o o °o °adapOp4 0 ° 0 ° P ° 6o aw-- and authority hereby conferred in i.ts" name, place and stead, to execute, 40099. P404°a . 86 0064 °° q ° a .,. acknowledge and deliver on behalf of the Compan t: (1) any and alb. a49p°pe,P �0 0 Apt undertakings of suretyship given for any purpose, provided, however, that no 1 e�'' ° � � o P a poa such person shall be authorized t ° o execute and deliver any bond or undertaking I 6 0 4 6 4+*- � -0A4 �� ° that shall obligate the Company for any portion of the penal sum thereof in ro oa°e°e°0 `' Oeee000vo -. 06060 000 a.- --.w o °a °0 °o °0 °0 v gE 4 Aae 94 !/ Q °a , A O e 9 , � excess of $10,000,000, and provided, further, that no Attorney-in-Fact shall � ;p4p4 ° ee° �! °bY� O °P ° .,.�i��� have the authority to issue a .bid or proposal bond. for any project where, if a : a a°p 9°°° ° +'` O tt 1 paa p b f Et`: vt:I contract is awarded, any bond or undertaking would be required with penal sum ' !1 1 l,, , OS °9 °$aa in excess of $10, 000, 000; and. (2) consents, releases and other si °oo ° `' b 0 0 046 a Ap 9 0 0 4 0 ° 9 4 a es 6 30 °ty40vR do required by an obligee under a contract bonded by the" Company. This ''! %. ** appointment is made under the authority of the Board of Directors° of the !{ ,; -ill Ors - - a'ca �+� , . 0 -. , Company • lt 404 Il, l ' 60.- - - - - - � 1 4 °b °O °0 °o ea. " 0 ° ° °0 ° 0 ° 4 vat - — zt.: oe 4 4 0 4 a 09400 >b°' ,1 00044 °,4 bq 4404 - — -0.a4 °oo j'/ 0 °0°040 °O ° o °e¢ - - - .* 0°4°4 °0 °e 4444°4 .. - - - - 9 4444e gi A7- _ _ o °oo°p °Ce0e40 l.� l 4 484Pf - ... - .. .. ., ' " �e ; \ \ A ;, t ` � ° !! R CERTIFICATE p L4 € Ii , b °406°6 °ode°" °0 °0°0°° °4 s a °.y d ° °e °e °e °d 9 I, the undersigned secretary of Contractors Bonding and Insurance Company, a Washington 0 4a 0 4a4 �� � � ro '',, ` , # corporation, DO HEREBY CERTIFY that this Power of Attorney remains in full force and effect and �,�i�I Ili ''9 a b, Poo;ti has not been revoked, and, futhermore, that the resolutions of the Board of Directors set forth on the 9a o � 4O0°o °a '! g4Gb44°°pop+}. reverse are now in full force and effect. IOW .640o44e4b= I gaoo9p0p4 o °e e • e 1 4aU40p6 -01,0°' 9 ° 1 ,t O P Oe�' ° °° Bond Number Bid ° °° o° ° j ` o a o 0° -- - d pop° 4 °000 °e °o o 0 °0 ° ° °0 °0 °0 0 .p... _ -.o- 6 ° 0 4 0 0 0 4 0 0 0 °4 � *,-. , 0 °9°°4°0° ,, 44 °° 4° o '= ,`,, 12th danuar 2006" ; ° °°q 4 b�- � «, . M < . g d and.seal this da of Y y e0 °P p dpP t �.t ` St ne • P 4 0 �,::, ,. 9 0 8466 a :,�. -. .. 044 ° e � :.,.,��..: \ v n.Y, °a °a ° 4 ° P ° 9 0 ° o e W <;. _ya 44ay A 7 C A < . , - °0 °0° 0 -- .. \ : ; _ .: , . .,.,. ,..,.v 040°°0969 l i 4 ° A: :a , ., o :' ° i ,IPA t 4_. � R. Kirk Eland, Secretary ode 0968 , ,' : CBIC e 1213 Valley Street •- P.O. Box 9'271. • Seattle, WA,.981.09 -0271 ;°6 - .-�. o ° ° ° ° ,00,1:- 0 ° 4° O°4°Oa6O""" (206) 622 -7053 . 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Cascade Apartments Barrel i House , s I 1 I ; i , I is . i ,,•,; ,.. . . • , 0 , -- 1 . A • . (0 I --2 i , Restaurant I' \ 1 I 11 83 ...) C.Z • r ' ! I i I l i I i ;‘„, (- SS MH #47A (NEW) HMI ' '' r r: . 1 t '! . .1/1') ' , Existing FURNISH AND INSTALL . r 1 Existing •-fte—, i. _ Jean a Parking NEW SANITARY SEWER + :5 I ' 11 il Dazet Lot MANHOLE. 1 i ;I '' ' ' Parking I 0 10 20 •to -- ..n I l t s MINI ■1111111E i i I Saloon - , MIN • I' I i ! f - 7 : 1 1 Oriental / I s I I . , ' Garden c. 1914 / 1 I I 1 i •••• ' I ss, ,' i !ill i I ', , --: Restaurant • • t s 0 , e ,3 r. - 4 i ; i r------1---. i _ Hotel i a I -,--, , isgl . 1 ..,,, i --. ) /, I Michigan , , i ', ; , , . „ l 0_,... r) :,:1 ) - - " A - S 7S" - r ichigan I METAL . 1914 s a R . - I \ ; s CD i , \ ' ■ , R•:::S•14: '12° $ ' itp• --- ,, - ; _DOOR , ; : - „, -- 1 i '''': .-. . 1 e 1 ,.........,..,...,..,..,.......„. ' -I REMOVE AND REPLACE \ I V‘• 1/ P ) N C.'53--• 1 / '6' F. a Existing EXISTING SANITARY if ' s ' i s a4- ' fi ' ' ‘‘‘ ' s _ _ _i . 8 1 ! ' '' ' ,t—.. I , , 0 Outdoor .l Parking SEWER VVITH NEW 12" '--__--)' I Lot SEWERMAIN ) A , -i-- VD - Eating Area -i -i; ' PVC . -777 ,.. _ = .1 = i I . i 1 \ 0 . E R . • „. REMOVE AND REPLACE f • • • • . . r s 0 i : ,t , 1 .1; , I 3 EXISTING SANITARY b : I i ' 1 1 1 1 i . I i ; SEWER WITH NEW 12 _ i I 0 _ COUNTY PVC SEWERM AIN. r s I r . 4: i 1 1 , vr osizewati „-:.&., i ? p rid 1 I f 1 ,ss\11 I 1 I . 1 .• :. ..t jfzi HEALTH i I • • 1 -A i I . ' ;E;''.:;, ° .._.._.. i:07 ' SS MH #47 (EXIST ) Existing . . yr - ss ss - ....summticiumwnwlemionsoromiliss..—..,............._ FURNISH AND INSTALL CI Parking 1.3'67411nraT._,11/WAIMETSIMAPIME3 4 1 ' . • ••-■rve•u• - a + _ NEW SANITARY SEWER Lot E _____ 40 1..,----,• , -,,, ,, _• , -----,, , ,, , ,,, L '------,''---,4, ,-,';EVIZIN'INNIIMIllillialt711•1•Willi.ilir, ‘..... MANHOLE. - SS MH 1 \__ #45A S(ESXIMSTN )#46A BM '. . I courT ili"IsMili251"iiai"li"IMIIIII." '" JAIL ...4 <II I iEl ' ihmatimpowaft_ . - la i ii • I I LII I IIMWit 441wmiumgoiwipfiliii0.11.1r :-..- ! ,. Wlight's : FURNSH AND pair I I .6 c,- SS MH #46 (EX.) „ "IMIMIIMin , • EtEraill1,....r.. ,.. jag, ' ll Rant - II L • _ _ Street E S Assoc. - FrOP ••••.'.." I ; .1 HO i . ; 1 al •------ 1 ' INSTALL AND CAP NEW ,. trill ' = , t1 ■ ss— _____ _ i i •L ' ' ----- 0 __ )( ..._ C/D CC: (XIT.) . , V• DOOR I 6" PVC SIDE SEWERS FOR _ 1 .. i Ix . 14 t, I INSTALL NEW if FUTURE - IF SANITARY SEWER ii i Existing st REMOVE AND REPLACE EXISTING SANITARY -----, ,t' . - t MANHOLE. ReCarousel rant - ,,,..2 , 0 . _ ■ Parking '.- ,,. 1 - _ SEWER WITH NEW 12 ' SEWERM AIN. ..- • / / 0 LA ji--1 f' 1" rf•••ks PIA /11.:F 91•Sr' ,.. „ I French stau 1111 0 0 sl . '47 4 ti f+ ii 7 . Pt: i X . i , 1 -- - TIER / ' i ".1. . INSTALL AND CAP NEW /' „ 1 s , 6" PVC SIDE SEWER FOR FUTURE BUSINESS. .4t 1. 1(.4•A a 4:. La— A- -.-.) ,----- i 1 . : • • . .• , . n iiMililinnif WI ; 0 E Hotel Old Switzer's Existing . Ex . I I . sss", _4.2 Sydney i I ) City Old . . Parking - Lot 1 Comrn. 1 - ' i ,/,./.. ,. / 1 ,.., re....--, i,..) rg ii4 / 1.--1 44 i,j-- 1 c. 1909 Hall Opera ,. . - . / i • , 1 c.1889-1890 House _ Lodging 1 , • , _ L _ • . . I 4 4-5', 5 „ , V .4.0 /P-1 H .4..- ‘If 7 „.4 , C; f cis a 1, I 1 c. 1890-1891 _c _ . _ _ ____ 1 H c. ° 19 1-l o s z e 1416 i cay . s , I , .--- I: • _ _ P* I* Irlisf-e L9/..Kr. FrZ issi , ...4 - , - . i. 1 I ii, ,.., F_--.--°NE Lund Greystone Greystone Lounge -o- II ' . im ., ow,. Building .,.. _ 1 .,.. r , . Elli C. 1898 sss. ..ss , i?.e• e 1,., ` ST-.0 , e„,!- r '1 - ' • The .• ' METAL . - ---- 0.0. Upper , •IIIIIII r ea.C1,.... PA .. ix. ‘ _ E • i CELLAR Room o L DOOR . 0 I - . C011eCtOrS , . Y I I .! 111 0 . 2, .„ 1 k i At t Sa i Senator parmens Bob's Keg & Cork , on KRISV KIDS l CONSIGNIAENT Cignnt Fzerre SHOP Kriss' Kids onsme • Shop I ig Me C I afe 1 11--ss oi - Gre stone ,s ange s '.i Exini li d - WEST BASEMENT. BAR I I Niche ' Corday's Clothier :.' 1 I I I s 1 1 1 --- 11 I 1 b is s I I 'i r ■ I I -.. = ; . .F.C- 7 =- - •::: '•„.'. 27 , ...._ tit. i. •kL: t 0 UT--uT uT UT MI w.4—ur-i----u, ; OM . .10 I • : . T ui uT T UT v ,v.----. u.„__,. . UT T '.,3 LIT_ .. a • i . -1---- .?. 0_. . \,...._ • CI O r. * 0 F• I III 0 F• Ili -----' -. ■ . —SS P F O 0 IA O F Fo Fr :WA al. . WATER w WABIR w IA --m....___At. w w w w w w w IV W 12M w ,. l imy C, Illn _ - Ffaft - Sti - _ _ _ 0 . r. F• . — 0 — . FO . FO ro-----7: FO FO FC r• Hil — c , .„, ,• . . . FO . FO . FO- . FO . fO . FO . FO ,', F• ,- i ss . 5$ SS SS . SS SS ss ss ss ,ss ss ss ss ss r i ss ss _ . . . . ss Front Street I . - 5. 2 TG - iii,P)r I ..,-__ . ii 1 I -....., Ta 44 45 SS ss s ' GC— --‘■---- * 11) ........... (EXI ): # 38 JOB NUMBER: 12-15-05 DATE. ------- - r_ I i OLD NORTH YAKTIVIA SHEET ,,V.. w• so 04087 A t ! ''''''''' ., ., -- • Huibregtse, Lotman Associates, Inc. ,...,(,• d'Y 1 • •■ ,,,,, '9 - A p d', FILE NAMES. trilb.....0' pc,ftesi f ' NORTH FRONT STREET 5 ■1.1011S .: CIVIL ENGINEERING • LAND SURVEYING • PLANNING 14 "., y .„,,, DRAWING: 04087.dwg NATIONAL HISTORIC DISTRICT • ,o: is..:; OF 801 North 39th Avenue e Yakima, WA 98902 ' jt '• I PHASE 1 - UTILITY RENOVATION s 181Lei \`-,NO.Orso.e.s'i,s'ss (509) 966-7000 + FAX (509) 965-3800 ONAL S 011 ' DESIGNED BY GWS Si 7 EbCpIRES:171...J. /ZS D0.5 REVISION DATE ENTERED BY KEY de Sewer Locations NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USOOT) 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. 3 -6 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." 3 -7 West Coast Construction Co. Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road Phone:(425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS City of Redmond 168 Ave NE Redmond Way 06/04 - 07/05 $ 1,230,632 Lisa Singer - (425) 556 -2726 Redmond Way Access Northshore School District 22105 23 Dr SE 07/04 - 05/05 $ 611,394 Ed Thompson - (206) 940 -9179 Canyon Creek Elementary- Skyview City of Redmond 2004 Sidewalk Improvements 08/04 - 05/05 ' $ 708,469 -.� Steve Gibbs - (425) 556 -2723 City of Redmond City of Kennewick 27 Ave & Vancouver St 10/04 - 03/05 $ 234,890 Alex Delapena- (509) 585 -4284 Roundabout Town Of Granger East Third St. 06/04 - 10/04 $ 76,144 Jim Brice! - (509) 453 -5953 Sidewalk Improvements Buchanan General Contracting Buchanan AT &T Vaults 04/04 - 08/04 $ 203,483 Kevin Englehardt - (206)310 -6953 City Of Bellevue 4566 Somerset Blvd SE 04/04 - 06/04 $ 31,965 Lori McCuistion - (425)452 -5360 Beaux Arts Sewer Cleanouts City Of Richland Lee Landing 02/04- 06/04 $ 174,462 Michael Mitchell- (509) 942 -7390 Howard Amon Park City Of Redmond 148 Ave NE /NE 40 Street 06/03 - 05/04 $ 825,185 Dennis Apland- (425) 556 -2867 Port Of Benton Walter Clore Center 01/04 - 02/04 $ 36,374 Harold Porath- (509) 966 -7000 City of Sunnyside South 9 Street 05/03 - 01/04 $ 258,282 Bob Spink - (509) 946 -1581 Sidewalk/Watermain Project City Of Bellevue 162 " Ave NE to 165 Ave NE 01/04 - 04/04 $ 164,326 Don Haugland - (425) 452 -2044 Northup Way - Sidewalk City Of Sammamish SE 24 Street Improvement 10/03 - 03/04 $ 317,635 John Cowling- (425) 898 -0669 Marpac Construction 701 8 Ave South 02/03 - 06/04 $ 100,395 Herman Setjono - (206) 329 -4992 Seattle Chinatown Intl Dist Page 1 West Coast Construction Co Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road Phone:(425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE -ST -CC *373NO COMPLETED PROJECTS Heritage Pro. Landscaping Sturgeon Cove Playground 01/04 - 02/04 $ 25,134 Wayne Richardson - (509) 586 -0744 City Of Bellevue Check Ride Access Improvements 11/03 - 02/04 $ 44,209 Lori McCuistion- (425) 452 -5360 Northshore School District Woodin Elementary School 07/03 - 01/04 $ 464,909 Debra Hudacek - (425) 489 -6644 Frontage Improvements City of Bellevue 112 Ave NE 09/03 - 10/03 $ 35,000 Don Tolsted - (425) 452 -7943 City of Bellevue 164 Ave SE & 161 Ave SE 10/02 - 07/03 $ 993,516 Lori McCuistion- (425) 452 -5360 Leawood Sanitary Sewer Extention City Of Woodinville SR 202 /NE 177 PL 07/01 - 06/03 $ 1,188,340 Woody Ward - (425)489 -2700 Intersection Improvements City Of Tukwila 2002 Small Drainage Program 08/02 - 05/03 $ 204,826 Ryan Larson - (206)433 -0179 City Of Woodinville NE 175 WB Right Turn Pocket 11/02 - 04/03 $ 161,803 Woody Ward - (425) 452 -5360 Extention City Of Bellevue Compton Trail 12/02 - 02/03 $ 49,880 Lori McCuistion- (425) 452 -5360 Detention Vault Stabilization City Of Bellevue 126 Avenue NE 11/02- 02/03 $ 34,534 Lori McCuistion- (425) 452 -5360 City Of Bellevue 133` Avenue SE 11/02 - 01/03 $ 29,876 Lori McCuistion- (425) 452 -5360 City of Bellevue SE 24 Street 12/02 - 01/03 $ 15,152 Lori McCuistion- (425) 452 -5360 City Of Bellevue NE 39 Street 12/02 - 02/03 $ 21,116 Lori McCuistion- (425) 452 -5360 City Of Bellevue SE 63` Street 12/02 - 02/03 $ 22,649 Lori McCuistion- (425) 452 -5360 Page 2 West Coast Construction Co. Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE -ST -CC *373NO COMPLETED PROJECTS City of Bellevue 1020 W. Lk. Sammamish Prkwy NE 10/01 - 2/02 $ 128,839 Scott Taylor - (425) 452 -5360 Strom Drain Rehab. City of Bellevue 1660 W. Lk. Sammamish Prkwy NE 12/01 - 1/02 $ 299,895 Scott Taylor - (425) 452 -5360 Emergency Culvert Replacement City of Tukwila 2001 Small Drainage Program 6/01 - 1/02 $ 371,369 Scott Moore - (206) 571 -6323 City of Kennewick Curb & Sidewalk Settlement Repairs 9/01 - 11/01 $ 58,232 Daniel Kaufman - (509) 585 -4249 City of Bellevue SE 44th St Sanitary Sewer Ext. 8/01 - 11/01 $ 91,261 Scott Taylor - (425) 452 -5360 NE 28th PI & 130th Ave NE Sanitary Sewer Rehab. Highland Water District Booster Station No 1 7/01 - 10/01 $ 167,682 Roth Hill Engineering Partners, Inc. - Greg Hill - (800) 835 -0292 Woodinville Water District AC Water Main Replacement - Sched. 5 10/00 - 3/01 $ 431,041 Bob Bandarra - (425) 483 -9104 City of Shoreline 2000 Curb Ramps & Sidewalk Repair 10/00 - 3/01 $ 204,216 Kristen Stouffer - Overleese - (206) 546 -1700 City of Kirkland 111th Place NE Sidewalk Project 8/00 - 3/01 $ 109,527 Daren Grilley - (425) &28 -1243 City of Medina NE 24th St Improvements 6/00 - 3/01 $ 694,520 Carl Burris - (425) 454 -9222 North Sky Communications Metromedia Project - Kirkland 6/00 - 3/01 $ 542,768 Don Wood - (360) 254 -6920 City of Grandview West 5th Sidewalks 10 /00 - 12/00 $ 110,009 Harold Porath - (509) 966 -7000 Page 3 • West Coast Construction Co Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS Cross Valley Water District Sewer ULID No. 7 Schedule A 6/99 - 6/00 $ 605,288 Dave Kaiser - (425) 483 -9383 Water ULID No. 8 Schedule A & B Cross Valley Water District Sewer ULID No. 7 Schedule B 10/99 - 5/00 $ 340,855 Dave Kaiser - (425) 483 -9383 City of Lynnwood 206th St SW & Poplar Way Walkways 1/00 - 3/00 $ 126,664 Robert Dixon - (425) 775 -1971 City of Bellevue Main St/Kilmarnock St Sidewalks 3/99 - 12/99 $ 189,059 Tony Cezar - (425) 452 -7835 City of Bellevue Arco Sidewalk Project 4/99 - 11/99 $ 337,747 Tony Cezar - (425) 452 -7835 City of Richland Stevens Drive Sidewalk Modifications 8/99 - 10/99 $ 38,791 Shane Nyby - (509) 942 -7390 City of Kirkland NE 68th St Corridor Improvements 8/98 - 6/99 $ 477,484 Dave Snider - (425) 828 -1100 City of Bellevue Somerset Blvd - Rechannelization 4/99 - 6/99 $ 30,132 Teresa Becker - (425) 452 -6998 & Sight Distance Improvements City of Lynnwood 1998 Sidewalks & Wheel Chair Ramps 12/98 - 5/99 $ 162,658 Robert Dixon - (425) 775 -1971 City of Redmond 1998 Traffic Calming Projects 11/98 - 5/99 $ 160,035 Dave Almond - (425) 556 -2701 Property Management NW Parking Lot Addition 2/99 - 5/99 $ 50,455 Doug Kirk - (425) 883 -4955 Page 4 West Coast Construction Co. Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS City of Duvall 1998 PWTF Water System Imprv. 7/98 - 3/99 $ 259,729 Bill Reynolds - (425) 844 -2595 SDL Corp. DBA McCarthy Millennium Corp. Park 2/99 - 3/99 $ 23,140 Steve Paul - (425) 466 -2961 Curb, Gutter, Walks City of Bellevue NE 8th St/Midlakes Pedest. /Safety lmprv. 2/98 - 2/99 $ 1,166,106 Tony Cezar - (425) 452 -7835 Northshore Utility District Bothell Way /88th Sewer Project 7/98 - 2/99 $ 244,168 Dick Todd - (425) 398 -4400 City of Edmonds 1998 N. Meadowdale Sorm Drain. lmprov. 10/98 - 1/99 $ 225,863 Don Fiene - (425) 771 -0220 City of Edmonds Alder Street Sewer Project 11/98 - 12/98 $ 61,236 Don Fiene - (425) 771 -0220 Northshore Utility District PWTF #2 Juanita Sewer Project 9/97 - 10/98 $ 801,004 Dick Todd - (425) 398 -4400 Boeing Company Parking Lot Expansion 6/98 - 9/98 $ 27,802 Steve Shimamoto - (425) 865 -4241 City of Kirkland 128th Ave NE Sidewalk Improvements 12/97 - 6/98 $ 335,481 Neil Jensen - (425) 828 -1159 City of Bellevue Enatai- Mercer Slough Trail 9/97 - 5/98 $ 646,704 Tony Cezar - (425) 452 -7835 City of Kirkland 17th /18th Ave W - Watermain Replace. 11/97 - 4/98 $ 317,358 Neil Jensen - (425) 828 -1159 Page 5 West Coast Construction Co., Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS Winmar Company, Inc. Redmond Town Center 2/97 - 4/98 $ 1,482,958 Kurt Merkel - (425) 861 -5991 Offsite Improvements City of Redmond Leary Way Streetscape & Watermain 6/97 - 3/98 $ 799,971 Dennis Apland - (425) 556 -2867 University of Washington E. Campus Athletic Fields - Phase HA 6/97 - 3/98 $ 634,158 Lou Castino - (206) 221 -4230 City of Kirkland Market Street Watermain Replacement 4/97 - 3/98 $ 882,755 Bill Skahan - (425) 828 -1246 City of Bellevue 156th Ave SE /Lk Hills Blvd - Sidewalk 2/98 - 2/98 $ 13,914 Dick Lang - (425) 455 -6966 City of Issaquah NW Juniper Street 8/97 - 2/98 $ 112,104 Steve Clark - (425) 837 -3400 Non - Motorized & Transit Access Project City of Bellevue 99th Avenue NE 11/97 - 12/97 $ 29,243 Dick Lang - (425) 455 -6966 City of Kirkland 10th Ave S. - Watermain Replacement 9/97 - 12/97 $ 173,045 Dave Snider - (425) 828 -1219 City of Kirkland 1997 Wheelchair Ramp Program 9/97 - 12/97 $ 47,994 Dave Snider - (425) 828 -1219 City of Bellevue 133rd Avenue SE 6/97 - 9/97 $ 65,941 Dick Lang - (425) 455 -6966 Aziz Engineering NW, Inc. Remington Residence Slope Buttress 5/97 - 7/97 $ 66,745 Enayat Aziz - (425) 869 -0432 Page 6 West Coast Construction Co., Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS City of Bellevue ADA/Metro Bus Zones Improvements 1/97 - 7/97 $ 96,425 Tony Cezar - (425) 455 -6966 SE 60th St, 123rd Ave SE, & SE 24th St City of Bellevue ADA/Metro Bus Zones Improvements 10/96 - 5/97 $ 57,755 Tony Cezar - (425) 455 -6966 NE 8th St, 142nd PL SE, & SE Eastgate Way City of Kirkland Kirkland Ave - Sidewalk Improvements 1/97 - 4/97 $ 66,999 Neil Jensen - (425) 828 -1159 City of Bellevue City Hall Campus Site Improvements 10/96 - 3/97 $ 113,948 Norm Hunt - (425) 455 -7838 City of Bellevue Kamber Road Improvements 9/96 - 3/97 $ 328,123 Tony Cezar - (425) 455 -6966 City of Bellevue 136th PL NE - Storm Drain Improvements 8/96 - 3/97 $ 366,828 Jack Dompier - (425) 455 -6977 City of Redmond 160th Ave NE & NE Redmond Way 5/96 - 2/97 $ 425,684 Dennis Brunelle - (425) 556 -2724 City of Bellevue 156th Ave NE Storm Drain Rehabilitation 10/96 - 1/97 $ 279,500 Jack Dompier - (425) 455 -6977 133rd & Bell -Red Rd Storm Drain Rehab. Safeway, Inc Safeway Distribution Center - Bellevue 10/96 - 11/96 $ 232,079 Brian Langlais - (425) 455 -6438 City of Woodinville 168th Ave NE/WD Rd Improvements 7/96 - 11/96 $ 320,548 Gary Wiggins - (425 ) 489 -2700 City of Bellevue Cougar Mtn - 12" Transmission Main 3/96 - 9/96 $ 276,604 Jack Dompier - (425) 455 -6977 Page 7 West Coast Construction Co. Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE: (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE -ST -CC *373NO COMPLETED PROJECTS City of Bellevue Chevy Chase Project 6/96 - 7/96 $ 28,790 Dick Lang - (425) 455 -6966 City of Issaquah Rainier Blvd 10/95 - 6/96 $ 271,085 Steve Clark - (425) 391 -1004 Non - Motorized Transportation Corridor City of Bellevue ADA Curb Ramp Retrofit 3/96 - 4/96 $ 45,434 Dick Lang - (425) 455 -6966 City of Bellevue Main Street & 124th Ave NE 1/96 - 4/96 $ 76,656 Dick Lang - (425) 455 -6966 Signing & Channelization City of Issaquah 1995 Sidewalk Construction Project 11/95 - 3/96 $ 61,401 John Carpita - (425) 391 -1004 City of Enumclaw 1995 Sidewalk Improvements Project 9/95 - 3/96 $ 123,788 Lindsey Winborn - (425) 825 -3593 City of Lake Forest Park Wheel Chair Ramps 10/95 - 12/95 $ 40,000 Frank Zenk - (206) 364 -7711 City of Kirkland 1995 Sidewalk Rehab -David Brink Park 10/95 - 11/95 $ 26,000 Samuel Obunike - (425) 828 -1298 • City of Everett Hardeson Road Improvements 10/95 - 11/95 $ 34,000 Tom Fuchs - (425) 259 -8931 Totem Electric City of Renton Bronson Way North 8/95 - 11/95 $ 98,000 Joe Armstrong - (425) 277 -6203 Totem Electric City of Sea -Tac 1995 Storm Drainage Improvements 8/95 - 10/95 $ 179,000 Sam Shahwan - (206) 241 -1996 Page 8 West Coast Construction Co., Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville- Snohomish Road (425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST -CC= 373NO COMPLETED PROJECTS City of Renton Nelson Place NW /Rainier Ave North 8/95 - 12/95 $ 166,000 Dan Carey - (425) 277 -6193 Storm System Replacement King Co. Dept. of Public Works SE 128th St at 164th Ave SE 6/95 - 12/95 $ 484,000 Jim Hinckle - (206) 205 -5228 King Co. Dept. of Public Works 140th Ave SE & SE 192nd 5/95 - 10/95 $ 181,000 Jim Hinckle - (206) 205 -5228 City of Bellevue Bellevue Way SE 5/95 - 7/95 $ 94,000 Dick Lang - (425) 455 -6966 At SE Bellevue Park & Ride City of Everett Evergreen Way Improvements 2/95 - 6/95 $ 269,000 Terry Henke - (425) 259 -8928 City of Bellevue SE 46th Way 11/94 - 5/95 $ 94,000 Dick Lang - (425) 455 -6966 Traffic Control Improvements City of Snohomish Citywide Sidewalk Project 10/94 - 3/95 $ 130,000 Charles Purnell - (360) 568 -3115 City of Kirkland Third Avenue Repairs 9/94 - 1/95 $ 97,000 Rob Jammerman - (425) 828 -1237 City of Mill Creek 1993 Faus Sidewalk Project 10/94 - 1/95 $ 67,000 Mick Monken - (425) 745 -1891 City of Monroe Civic Center Infrastructure 8/94 - 10/94 $ 188,000 Scott Rodman - (360) 794 -7400 City of Bothell Meridian Sidewalk Project 9/94 - 10/94 $ 68,000 Dave Jacobson - (425) 486 -2768 Page 9 West Coast Construction Co Inc. GENERAL CONTRACTORS AND ENGINEERS 24205 Woodinville - Snohomish Road PHONE:(425) 483 -1900 PO Box 419 FAX: (425) 485 -8143 Equal Opportunity Employer Woodinville, Washington 98072 WE- ST- CC -373NO COMPLETED PROJECTS Snohomish Community Transit Mariner Park /Ride Extension 19/93 - 3/94 $ 320,000 Larry Ingalls - (360) 348 -7135 City of Everett 41st St/Colby Ave to Broadway 9/93 - 2/94 $ 251,000 Tom Fuchs - (425) 259 -8931 City of Bellevue 148th Ave NE /Bell -Red Road 4/93 - 1/94 $ 909,000 Dick Lang - (425) 455 -6966 City of Auburn Academy Drive & SR 164 5/93 - 12/93 $ 613,000 Larry Dahl - (253) 931 -3010 City of Fife 20th Street East -Road Improvements 7/93 - 12/93 $ 430,000 Don Backus - (360) 922 -9315 City of Bellevue NEP Area K -SE 4th POSE 7th PL 6/93 - 8/93 $ 89,000 Dick Lang - (425) 455 -6966 Boeing Computer Center Water Quality Pond - Bellevue 8/92 - 1/93 $ 348,000 Dale Herrigstad - (425) 865 -7069 City of Kirkland NE 124th St Improvements - Phase II 6/92 - 12/92 $ 760,000 Neil Jensen - (425) 828 -1159 Weyerhaeuser Co. Enumclaw Mill Site Drainage 10/92 - 12/92 $ 78,000 Myron Sangren - (360) 825 -8168 City of Edmonds 242nd PL SW - Storm Drainage 11/92 - 12/92 $ 97,000 Don Fiene - (425) 771 -0220 City of Sea -Tac 42nd Ave S. & S. 188th Street 11/91 - 6/92 $ 825,000 Steve Pasztor - (206) 878 -9100 Page 10 BIDDER'S DATA FORM The following information will be verified by the City of Yakima. 1. Past experience with similar type work; include names, addresses, and telephone numbers of clients, locations of jobs performed, project descriptions, and contract amounts. 2. Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. Fah 3. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. 7 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. tip 5. Provide Washington state Contractor's registration (license) number. ( 3 "7 9 -, , 7› NOTE: Complete this Bidder's Data Form and submit with Bid. Z: \JAN \SPECS \04087A- Pht- YK.wpd 3-8 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. 3 -9 RESOLUTION NO. D" 418 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 YAIKIMA: 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. �j • ADOPTED BY THE CITY COUNCIL this .� $ i4 day of f c- ,tz.r.- , 1983. O t tOomi-t Mayor ATTEST: City Clerk 3 -10 AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If suchworker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically 3 -11 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. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. 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 no 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. 3 -12 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: tS,�. :OA `T 3 tg N O., ti , certifies that: 1. It intends to use the following listed construction trades in the work under the contract and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: 6N/if/EA/ L: t3oi eV 0p ' 8 f 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. (Sign; re of • Lit . orized '.presentative of Bidder) 3 -13 SUBCONTRACTORS 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 -14 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 wig-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" 3 -15 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 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. 3 16 PROPOSAL The bidder is hereby advised that by signature of this proposal he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH IN THE AMOUNT OF CASHIER'S CHECK DOLLARS CERTIFIED CHECK 0 ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID "Receipt is hereby acknowledged of addendum(s) No.(s) & SIGNATURE OF A - o "IZ' D O ICI (4.) 5C�- ! yA ��v � FIRM NAMWEST MAST CtJf1STRMI CO . It r (ADRESS) P.O. BOX 419 �,� � �� WOODINVILLE, WASH. 98072 HONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER 14) 1 c _27 �- FEDERAL ID No. 1 9 I j (C') 4 I z J ,1 f51 ' 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. • 3 -17 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the spaces provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SEWER BYPASS PLAN Must be submitted with the bid per Section 7 -17.3 of the Standard Specifications. Failure to submit this bypass plan will render the bid non - responsive. E. BIDDER'S DATA FORM This form must be filled in by the bidder. Failure to do so will render the bid non - responsive. F. AFFIRMATIVE ACTION PLAN It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE /WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z: \JAN \SPECS \04087A -Phl- YK.wpd 3 -18 SECTION 4 - CONTRACT AND RELATED MATERIALS Z: \JAN \SPECS \04087A- Phl- YK.wpd 4- CONTRACT THIS AGREEMENT, made and entered into in , tri licate this day of 4 p y v - . 7 , 2006, by and between the City of Yakima, hereinafter called the Owner, and West Coast Construction Co., Inc. , a 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: $ 282 ,702. 74 , for NORTH FRONT STREET HISTORIC DISTRICT - PHASE 1- UTILITY RENOVATIONS, City of Yakima Project No. 2103, all in accordance with, and as described in the attached Plans and Specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Fifty (50) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in Section 1 -08.9 of the Special Provisions for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this Contract, except as expressly provided herein. Z: \JAN \SPECS \04087A -Phl- YK.wpd 4-2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR WEST COAST CONSTRUCTION CO. , INC. this Lt day of 2006 WEST COAST CONSTRUCTION CO., Inc. , a Corporation Contractor City Manager, Richard A. Zais, Jr. By: .1y 00,' PI y Attest: A City Clerk, Karen S. Roberts (Please print or type Name) Its �' e u - -- lie -,_� (President, Owner, etc.) Address: P.O. Box 419 Woodinville, WA 98072 Phone: 425 - 483 -1900 Fax: 425 - 485 -8143 email: rl rl c_) - rC1.,-- Z: \JAN \SPECS \04087A- Ph1- YK.wpd 4-3 PERFORMANCE BOND Bond # LC3298 BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, West Coast Construction Co., Inc a Washington Corporation as Principal and contractor T s Bonding & Insurance Co a corporation organized and existing under the laws of the State of Washington as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, 'as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 282, 702.74 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this 1gth day of January , 2006. Nevertheless, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on January 17 , 2006, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said West Coast Construction Co., Inc the above bounden Principal, a certain Contract, the said Contract being numbered 2103 , and providing for NORTH FRONT STREET HISTORIC DISTRICT - PHASE 1 UTILITY RENOVATIONS (which Contract is referred to herein and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said West Coast Construction Co., Inc shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and • shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. 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O°p400 �R�l pepO 8 c�a4 6 00 °' �O°°� 4- ° CO O ° OQ', ° a ° p ep�a ° :414'-'.- 4 . 000.. o ..s. .. p oa0 ° o ,,, °P4V.::: ' peom.`_ .. 4 °?4 aON.. 000. Op0 .004,; :� a .�'cL :a.. •%°- '' .,tt f °o° o -', oo°. ` ea ". ° a. - e .o ? . e a.. o a. - e a a o oe : - ..... _... - ....ter _.._ -.. ,:. � :q�- : � �..: _ :.�r� p _ __ _ _ :.. v at. t ACORD CERTIFICATE OF LIABILITY INSURANCE oiiz %zoo6 I PRODUCER (425)827 -7400 FAX (425)827 -7402 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McDonald Insurance Group Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 416 6th St S HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 3089 Kirkland, WA 98083 -3089 INSURERS AFFORDING COVERAGE NAIC # INSURED West Coast Construction Co. , Inc. INSURER A. Ohio Casualty P.O. Box 419 INSURER B: I Woodinville, WA 98072 INSURER C: INSURER D: INSURER E: COVERAGES _I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I INSR ADEN_ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLIC EXPIRATION LIMITS LTR NSRL DATE ATF MM /DD/YY1 GENERAL LIABILITY BK053340843 05/01/2005 05/01/2006 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 PRFMISFS (Fa nccurancP) CLAIMS MADE X I OCCUR MED EXP (Any one person) $ 10,000 A X Bl kt Addl Insd INC _ODES PRIM /NON CONTRIB PERSONAL & ADV INJURY $ 1,000,000 X Blkt Subro Waiver GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY n jE n LOC AUTOMOBILE LIABILITY BA053340843 05/01/2005 05/01/2006 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ I — 1,000,000 ALL OWNED AUTOS BODILY INJURY - SCHEDULED AUTOS (Per person) $ A X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) I GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS /UMBRELLA LIABILITY BX053340843 05/01/2005 05/01/2006 EACH OCCURRENCE $ 2,000,000 OCCUR CLAIMS MADE AGGREGATE $ 2,000,000 A _ $ DEDUCTIBLE $ X RETENTION $ 10, 000 $ WORKERS COMPENSATION AND BK053340843 05/01/2005 05/01/2006 I AU Tiaq I O FR EMPLOYERS' LIABILITY WA STOP GAP E.L. EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER I DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS .ity of Yakima and Huibregtse, Louman Associates, Inc are named as Additional Insured as 'espects work performed by the Named Insured on their behalf per CG 8330 12/03. I Re: North Front Street Historic District Phase 1 Utility Renovations. Project # 2103 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City of Yakima BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 129 N 2nd Street OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Yakima, WA 98901 AUTHORIZED REPRESENTATIVE 62 .f Jeffrey Stewart /SANDRA Y � ACORD 25 (2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WORK (APWA ONLY), the normal straight time working hours for this project will be from a.m. to p.m., days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. WEST COAST CONSTRUCTION CO., Inc. Contractor Signature ' 1 ,1A N Z7 '7e..;-4 Date Z: \JAN \SPECS \04087A -Phl- YK.wpd 4 -6 INFORMATIONAL CERTIFICATE OF INSURANCE A+t ORD! CERTIFICATE OF LIABILITY INSURANCE .4.59 DATE(MIYDDIYY) PRODUCER AGENT THIS CERTIFICATE DOES NOT AMEND;. EXTEND OR ADDRESS ALTER. THE COVERAGE- AFFORDED BY THE POLICIES BELOW: INSURERS AFFORDING COVERAGE INSURED INSURER A: A- Vlt Or BETTERAOMITTED CARRIER: INSURER B: A- VII or SETTER ADMITTED CARRIER CONTRACTOR MSLRERC ADDRESS INSURER 6 I INSURER E: COVERAGES- 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..OFANY CONTRACT. OROTHER DOCUMENT' WITH-RESPECT`TOWHICH THIS CERTIFICATE MAY BE ISSUED OR. MAY. PERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCREED HEREIN IS'SUBJECTTO.A.EL THE, TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATELIMITS SHOWN MAY HAVE BEEN REDUCED BY PAO CLAIMS: I TYPEOFIISURANCE POUCY NUMBER DAT POLICY PA F T rM W ITR fYY UNITS GENERAL LIABILITY- EACH OCCURRENCE $ 2,000,000 _ .X .COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ 1,000,000 1 CLAIMS )1 OCCUR MED EXP (Any one person) $ 1,000,000 _ POLICY# DATE DATE PERSONALS ACV INJURY S 1,000,000 GENERAL AGGREGATE _ $ 50,000 _ GEM. AGGREGATE UMR APPUES PER: PRODUCTS - COMP /OP AGG $ 5,000 n POLICY I I I ,F PT fl LOC' . AUTOMOBILE LIABILITY � MB�INE 9SINCLE UNIT S 1,000,000 X ANY AUTO V0(J ALL OWNED AUTOS C O — BODILY INJURf S = SCHEDlAEOiAUT03 POLICY# DAM � DATE ` son) HIRED AU BODILY TOS (^'D �\\\ � BODILY INJURY $ • NON-OWNED AUTOS ` ^ =`^` \V (Per -accident) -accident) — . ��\ \v� - PROPERTY DAMAGE $ [ (p J )VVV (PerPtlsq GARAGE LIABLITY AUTO ONLY - EA ACCIDENT $ 'AM' AUTO 1::\ OTHER THAN N EA ACC S _ 1 V % � AUTO ONLY- AGG 3 EXCESSUABLITY 6 L EACHOCCURRENCE _ $ OCCUR n CLAIMS MADE © \ V N AGGREGATE $ S — DEDUCTIBLE (� _ S 'RETENTION S U $ WORK I T WCETATU- S I I0T H- ERSCOMPENSAU )R ORE I IMR 1 . Fr - POLICY # - DATE DATE E.I. EACH ACCIDENT $ 1,000,000 El. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRPTIONOFOPERATIDNSILOCALDNE #E1BCLE.SEXCLUSIOHSADDEU BYENDORSEYEMTISPEC4LL PHDVIMON.S CITY OF YAKIMA, THEIR AGENTS EMPLOYEES,�I FO APPOINTED EDOFFICIALS:, AND HUIBKL i MAN ASSOCIATES, INC., AS ADDITIONAL INSUREDS ORO EC CERTIFICATE HOLDER' I I ADDRIONAL INSURED; INSURER LETTER CANCELLATION SROULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF YAKIMA DATE THEREOF. THE ISSUMG INSURER WILL•ENELA BR-TO U L' A. 20 DAYS WRITTEN C 1 IT N. 2ND STREET NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, YAKIMA, WA 98901 REPRESENHIefIWR AY AUTHORIZED REPRESENTATIVE 1 ACORD'25S (7/97) OACORD CORPORATION 1988 1 IMPORTANT l oo If the certificate holder is an ADDITIONAL INSURED, the policy(• p endorsed_ A statement on -this certificate does not confer rights :the certificate holder t ® ch endorsement(s). If SUBROGATION IS WAIVED, subject to the terms _ A .. — . of the policy, certain policies may require- an endorsement A- statement on this •;, U►` ''does not confer rights to the certificate holder in lieu of such endorsement(s)_ 1 4 1 4400= s �& SCLNMER ` 0 The-Certificate of In O • the reverse side of this form does not constitute a contract between the issuing incur• 41 ed representative or producer, and the certificate holder, nor does it rma .affitively or% - amend, extend or alter the coverage afforded by-the policies listed thereon. ACORD 25-S (7/97) 4-8 INFORMATIONAL ADDITIONAL INSURED ENDORSEMENT COMMERCIAL LIABILITY 1ST REPRINT CGL— ENDORSEMENTS JUNE 1991 POLICY NUMBER: ABC 123 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS (FORM B) \he This endorsement modifies insurance provided under the following: ♦Q COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: CITY OF YAKIMA, ITS AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS (If no entry appears above, information required to complete this endorsement will be shown in the Declara- tions as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. 11 110 1\ Agent Signature ` Date 1 CG 20 10 11 85 Copyright. Insurance Services Office, Inc., 1984 CG 20 10 11 85 13. 4- 9 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Wi T COAST CONSTRUCTION CO., irm Contractor Subscribed and sworn to before me on this day of 2006. Notary Public in and for the State of Washington residing Z: \JAN \SPECS \04087A -Ph 1- YK.wpd 4 -10 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS Z: \JAN \SPECS \04087A -Phi - YK.wpd 5- PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A copy of the applicable schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z: \JAN \SPECS \04087A - Phi - YK.wpd 5 -2 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 08 -31 -05 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $27.08 1N 5D BOILERMAKERS JOURNEY LEVEL $44.97 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $33.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $32.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $39 79 1M 5D CARPENTER $31.84 1M 5D CREOSOTED MATERIAL $31.94 1M 5D DRYWALL APPLICATOR $31.84 1M 5D FLOOR FINISHER $31.97 1M 5D FLOOR LAYER $31.97 1M 5D FLOOR SANDER $31.97 1M 5D MILLWRIGHT $40 79 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $39.99 1M 5D SAWFILER $31.97 1M 5D SHINGLER $31.97 1M 5D STATIONARY POWER SAW OPERATOR $31.97 1M 5D STATIONARY WOODWORKING TOOLS $31.97 1M 5D CEMENT MASONS JOURNEY LEVEL $30.16 1N 5D DIVERS & TENDERS DIVER $83.19 1M 5D 8A DIVER TENDER $39.51 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $40 77 1T 5D 8L ASSISTANT MATE (DECKHAND) $40.28 1T 5D 8L BOATMEN $40.77 1T 5D 8L ENGINEER WELDER $40 82 1T 5D 8L LEVERMAN, HYDRAULIC $42.34 1T 5D 8L MAINTENANCE $40.28 1T 5D 8L MATES $40.77 1T 5D 8L OILER $40.40 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $28.64 1P 5A ELECTRICIANS - INSIDE JOURNEY LEVEL $43.23 1E 5A ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33 64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINEPERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A Page 1 YAKIMA COUNTY Effective 08 -31 -05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $25.36 1N 5D GLAZIERS JOURNEY LEVEL $19.51 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23 18 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $27.56 IN 5D INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $42.82 10 5A LABORERS ALL CLASSIFICATIONS $18.12 1 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15 45 1 LANDSCAPING OR PLANTING LABORERS $7 63 1 1 LATHERS JOURNEY LEVEL $31.84 1M 5D PAINTERS JOURNEY LEVEL $2n 05 LV. V:! I PLASTERERS JOURNEY LEVEL $40.58 1R 5A PLUMBERS & PIPEFITTERS JOURNEY LEVEL $49.18 1Q 5A POWER EQUIPMENT I OPERATORS ASSISTANT ENGINEERS $38.42 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $41.12 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $41.59 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $42.13 1T 5D 8L BACKHOES, (75 HP & UNDER) $40.71 1T 5D 8L BACKHOES, (OVER 75 HP) $41 12 1T 5D 8L BARRIER MACHINE (ZIPPER) $41.12 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $41.12 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $40.71 1T 5D 8L BOBCAT (SKID STEER) $38.42 IT 5D 8L BROOMS $38.42 1T 5D 8L BUMP CUTTER $41.12 1T 5D 8L CABLEWAYS $41.59 1T 5D 8L CHIPPER $41.12 1T 5D 8L COMPRESSORS $38.42 IT 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $38.42 1T 5D 8L CONCRETE PUMPS $40 71 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $41.12 IT 5D 8L CONVEYORS $40.71 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $40.71 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $41.12 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $41.59 1T 5D 8L k JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $42.13 IT 5D 8L WITH ATTACHMENTS) Page 2 YAKIMA COUNTY Effective 08 -31 -05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $42.68 1T 5D 8L WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $38.42 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $40.71 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $43.22 IT 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $41.12 1 T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $41.59 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $42.13 IT 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $42.13 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $42.68 1T 5D 8L CRUSHERS $41.12 IT 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $41 12 1T 5D 8L DERRICK, BUILDING $41.59 1T 5D 8L DOZERS, D -9 & UNDER $40.71 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $40 71 1T 5D 8L DRILLING MACHINE $41.12 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $38.42 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $40.71 1T 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $41.12 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $40.71 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $38.42 1T 5D 8L GRADE ENGINEER $40.71 IT 5D 8L GRADECHECKER AND STAKEMAN $38.42 1T 5D 8L GUARDRAIL PUNCH $41 12 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $40.71 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL LOCATOR $40.71 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR $41.12 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $38.42 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $40.71 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $41.59 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $42.13 IT 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $41.12 1T 5D 8L LOCOMOTIVES, ALL $41.12 1T 5D 8L MECHANICS, ALL $41.59 1T 5D 8L MIXERS, ASPHALT PLANT $41.12 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $41.12 1T 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $40.71 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $41.59 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $38.42 1T 5D 8L OPERATOR PAVEMENT BREAKER $38 42 IT 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $41.12 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $40.71 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $38.42 1T 5D 8L POWER PLANT $38.42 1T 5D 8L PUMPS, WATER $38.42 1T 5D 8L QUAD 9, D -10, AND HD -41 $41.59 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $41.59 1T 5D 8L EQUIP RIGGER AND BELLMAN $38.42 1T 5D 8L ROLLAGON $41.59 IT 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $38.42 IT 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $40.71 1T 5D 8L ROTO -MILL, ROTO- GRINDER $41.12 1T 5D 8L SAWS, CONCRETE $40.71 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $41.12 1T 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) Page 3 YAKIMA COUNTY Effective 08 -31 -05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $41.59 1T 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $40.71 1T 5D 8L SCREED MAN $41.12 IT 5D 8L SHOT CRET GUNI T E $36.42 1T 5D 8L SLIPFORM PAVERS $41.59 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $41.12 IT 5D 8L SUBGRADE TRIMMER $41.12 1T 5D 8L TOWER BUCKET ELEVATORS $40.71 1T 5D 8L TRACTORS, (75 HP & UNDER) $40.71 IT 5D 8L TRACTORS, (OVER 75 HP) $41.12 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $41.12 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $41.59 IT 5D 8L TRENCHING MACHINES $40 71 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $40.71 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $41 12 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $41.12 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $38.42 IT 5D 8L YO YO PAY DOZER $41 12 IT 5D 8L POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.88 4A 5A SPRAY PERSON $32.16 4A 5A TREE EQUIPMENT OPERATOR $32.59 4A 5A TREE TRIMMER $30.31 4A 5A TREE TRIMMER GROUNDPERSON $22.76 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $49.18 10 5A ROOFERS JOURNEY LEVEL $28.25 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $31.25 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $38.64 1B 5A SOFT FLOOR LAYERS JOURNEY LEVEL $22.32 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.35 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $38.05 1R 5Q SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 • TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.92 2B 5A HOLE DIGGER/GROUND PERSON $16.22 2B 5A INSTALLER (REPAIRER) $27.74 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.90 2B 5A SPECIAL APPARATUS INSTALLER I $28.92 2B 5A SPECIAL APPARATUS INSTALLER II $28.34 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.92 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.90 2B 5A TELEVISION GROUND PERSON $15.39 2B 5A TELEVISION LINEPERSON /INSTALLER $20 45 2B 5A TELEVISION SYSTEM TECHNICIAN $24.32 2B 5A TELEVISION TECHNICIAN $21.88 2B 5A TREE TRIMMER $26.90 2B 5A TERRAZZO WORKERS & TILE SETTERS Page 4 YAKIMA COUNTY Effective 08 -31 -05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code JOURNEY LEVEL $26.51 2M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $22.71 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $33 40 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $30.78 3 61 DUMP TRUCK & TRAILER $30.78 3 61 OTHER TRUCKS $30.78 3 61 TRANSIT MIXER $30.78 3 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 OILER $9.20 1 WELL DRILLER $17.68 1 Page 5 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) Raln is VIP rianartmant'g (Rtnta I Rl'c) lift of - ritaria to ha i iQrc'rrl in Hotarmininn whether a prefabricated item is "standard" or "non- standard ". For items not \Ar , ed ..a........ in..d list, criteria shall be used 1... t di.J i.ld Oil VVOVV I J predetermined IIJI, these criteria JI1i111 UC used U�/ 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 VVUI r is covered u RCW V V JJ. I G. 11 yes, go to question I U. 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 RCVV 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. $$1$$ Supplemental To Wage Rates $$2$$ Page 1 WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non - standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITEM DESCRIPTION YES NO 1. Manhole Ring & Cover - manhole type 1, 2, 3, and 4 X for bridges. For use with Catch Basin type 2. The casting to meet AASHTO -M -105, class 30 gray iron casting. See Std. Plan B -1f, B -23a, B -23b, B -23c, and B -23d. 2. Frame & Grate - frame and Grate for Catch Basin type X 1, 1 L, 1P, 2, 3, 4 and Concrete Inlets. Cast frame may be grade 70 -36 steel, class 30 gray cast iron or grade 80 -55 -06 ductile iron. The cast grate may be grade 70 -36 steel or grade 80 -55 -06 ductile iron. See Std. Plan B -2, B -2a, and B -2b. 3. Grate Inlet & Drop Inlet Frame & Grate - Frame and X Grate for Grate Inlets Type 1 or 2 or Drop Inlet. Angle iron frame to be cast into top of inlet. See Std. Plan B -4b or B -4h. Frames & Grates to be galvanized. 4. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. $$1$$ Supplemental To Wage Rates $$2$$ Page 2 YES NO 6. Corrugated Steel Pipe - Steel lock seam corrugated X pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam X corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for X mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail X conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). 10. Major Structural Steel Fabrication - Fabrication of X major steel items such as trusses, beams, girders, etc., cior bridges. 11. Minor Structural Steel 'Fabrication - Fabrication of X minor steel items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing X conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). $$1$$ Supplemental To Wage Rates $$2$$ Page 3 YES NO 13. Concrete Piling -- Precast - Prestressed concrete piling for X use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6- 05.3(3) of the Std. Spec. 14. Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers X and flat top slab and /or cones. See Std. Plans. 15. Drywell - Dryweli as specified in Contract Plans. X 16. Catch Basin - Catch Basin type 1, 1 L, 1P, 2, 3, and 4, X including risers, frames maybe cast into riser. See Std. Plans. 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plans. 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X angles and grate. See Std. Plans B -4f and B -4h. 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B -4g and B -4h. 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. . 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. $$1$$ Supplemental To Wage Rates $$2$$ Page 4 YES NO 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for X use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels - Reinforced X Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - X tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. „> ^___ -_�_ :__ fly_-- -• - -_- ., 2 . Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed X Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. $$1$$ Supplemental To Wage Rates $$2$$ Page 5 YES NO 29. Prestressed Concrete Girder Series 4 -14 - X Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam X Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 31. Prestressed Precast Hollow -Core Slab - Precast X Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed X Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(26)A. 33. Monument Case and Cover - To meet AASHTO -M -105 class X 30 gray iron casting. See Std. Plan H -7. 34. Cantilever Sign Structure - Cantilever Sign Structure X fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans G -3, G -3a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge X fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. $$1$$ Supplemental To Wage Rates $$2$$ Page 6 YES NO 36. Steel Sign Bridges - Steel Sign Bridges fabricated X from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans G -2, G2a, G -2b, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G -8. Shop drawings for approval are to be provided prior to fabrication. 38. Light Standard - Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J -1, J -1 a, and J -1 b. See Special Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for X use on highway and /or street signal systems. Standards to be fabricated to con form with methods and material as specified on Std. Plans J -1, J -7a, J -7c, and J -8. See Special Provisions for pre- approved drawings. 41. Traffic Curb, Type A or C Precast - Type A or C X Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant and an advance sample of curb section to be submitted for approval by Engineer. $$1$$ Supplemental To Wage Rates $$2$$ Page 7 YES NO 42. Traffic Signs - Prior to approval of a Fabricator X X of Traffic Signs, the sources of the following custom std. signing materials must be submitted and approved msg msg for reflective sheeting, legend material, and aluminum sheeting. NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed. 43. Cutting & bending reinforcing steel X 44. Guardrail components X X custom standard end sect. sect. 45. Aggregates /Concrete mixes Covered by WAC 296- 127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber piles X 50. Girder pads (elastomeric bearing) X $$1$$ Supplemental To Wage Rates $$2$$ Page 8 YES NO 51. Standard Dimension lumber X 52. Irrigation components X 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X $$1$$ Supplemental To Wage Rates $$2$$ Page 9 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/05 METAL FABRICATION (IN SHOP) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman Fitter 12.76 1 Welder 12.76 1 Machine Operator 12.66 1 Painter 10.20 1 Laborer 8 13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 Painter 9 76 1 Counties Covered: Chelan Fitter 15 04 1 Welder 12.24 1 Machine Operator 9 71 1 Painter 9 93 1 Laborer 8.77 1 Counties Covered: Clallam, Grays Harbor, Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit Fitter 15 16 1 Welder 15 16 1 Machine Operator 10.66 1 Painter 11.41 1 Laborer 11 13 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 10 METAL FABRICATION (IN SHOP) 08/31/05 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Clark Layerout 26.12 1 J 6B Fitter 25.76 1J 6B Welder 25.22 1J 6B Painter 22.64 1J 6B Machine Operator 20 04 1J 6B Laborer 19 50 1J 6B Counties Covered: Snohomish Fitter 15 38 1 Welder 15 38 1 Machine Operator 8.84 1 Painter 9 98 1 Laborer 9 79 1 Counties Covered: Spokane Fitter 12.59 1 Welder 10 80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7 98 1 Counties Covered: Thurston Layerout 25 98 1R 6T Fitter 23.90 1R 6T Welder 21 83 1R 6T Machine Operator 18.72 1R 6T Laborer 15.61 1R 6T Counties Covered: Whatcom Fitter/Welder 13 81 1 • Machine Operator 13 81 1 Laborer 9 00 1 $$1$$ Supplemental To Wage Rates $$2$$ Page11 METAL FABRICATION (IN SHOP) 08/31/05 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Yakima Fitter 12.00 1 Welder 11 32 1 Machine Operator 11 32 1 Painter 12.00 1 Laborer 10 31 1 Counties Covered: Cowlitz Fitter 23.72 1B 6V Welder 23 72 1B 6V Machine Operator 23.72 1B 6V Laborer 15.87 1B 6V Counties Covered: Grant Fitter 10 79 1 Welder 10 79 1 Painter 7 45 1 Counties Covered: King Fitter 15 86 1 Welder 15 48 1 Machine Operator 13 04 1 Painter 11 10 1 Laborer 9 78 1 Counties Covered: Kitsap Fitter 26.96 1 Welder 13 83 1 Machine Operator 13.83 1 Laborer 7.35 1 $$1$$ Supplemental To Wage Rates $$2$$ Page12 METAL FABRICATION (IN SHOP) 08/31/05 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Kiickitat, Skamania and Wahkiakum Fitter /Welder 16.99 1 Machine Operator 17.21 1 Painter 17 03 1 Laborer 10 44 1 Counties Covered: Pierre Fitter 15.25 1 Weider 13 98 1 Machine Operator 13 98 1 Laborer 9.25 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 13 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/05 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman All Classifications 9 96 1 Counties Covered: Franklin All Classifications 11 50 1 Counties Covered: King All Classifications 11 90 2K 6S Counties Covered: Pierce All Classifications 9.28 1 Counties Covered: Chelan, Kittitas, Klickitat and Skamania All Classifications 8 61 1 Counties Covered: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum All Classifications 13 50 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 14 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/05 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Ciassification wAGF rnria rnria Coda Counties Covered: Spokane All Classifications 20.23 1 Counties Covered: Yakima Craftsman 8.65 1 Laborer 7 35 1 Counties Covered: Whatcom All Classifications . 13.67 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 15 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L &I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296- 127 -018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296- 127 -018 for the production and /or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. $$1$$ Supplemental To Wage Rates $$2$$ Page16 ESAC DIVISION - TELEPHONE (206) 586 -6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Idl OLd LIJL0.:Idl I SUBJECT: Materials Suppliers - WAC 296- 127 -018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127 -018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include in of the materials into the inh city 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. $$1$$ Supplemental To Wage Rates $$2$$ Page17 5TATg Q ty 1 1°Y STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296 - 127 -018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296- 127 -018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296- 127 -018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310. Please publish the above Notice in WSR 99 -13. If you have questions or need additional information, please call Selwyn Walters at 902 -4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager $$1$$ Supplemental to Wage Rates $$2$$ 18 BENEFIT CODE KEY - EFFECTIVE 08 -31 -05 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SIINDAYS AND HOLIDAYS SHALL RF. PAID AT DnTTRT F THE HOURL RATF CAF WAGE. C THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY R ATE OF WAGE H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND ALL HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS OVER TEN (10) HOURS ON THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. MONDAY THROUGH FRIDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 0 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) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 08 -31 -05 -2- 1 Q THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:OOPM SATURDAY TO 6 MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 08-31-05 -3 2. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 4 A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5 A. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS MAS DAY (7). B HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F HOLIDAYS. NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). N HOLIDAYS• NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). 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 (10). V PAID HOLIDAYS. SIX (6) PAID HOLIDAYS W PAID HOLIDAYS NINE (9) PAID HOLIDAYS X. HOLIDAYS AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). BENEFIT CODE KEY - EFFECTIVE 08 -31 -05 -4- 5 Y HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS• NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). I. PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (8) Q PAID HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY, PRESIDENTS' DAY T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). ✓ PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). W PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X. PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEES BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE. OVER 50' TO 100' - $1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE. OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE BENEFIT CODE KEY - EFFECTIVE 08 -31 -05 -5- D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. $0.75, LEVEL B: $0.50, AND LEVEL C $0.25 M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A & B. $1 00, LEVELS C & D $0.50 N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. $1.00, LEVEL B $0 75, LEVEL C $0.50, AND LEVEL D $0.25 SECTION 6 - AMENDMENTS Z: \JAN \SPECS \04087A -Phl- YK.wpd 6 -1 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2004 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 1 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 2 April 4, 2005 3 1- 07.11(10)B Required Records and Retention 4 The third and fourth paragraphs are revised to read: 5 6 Monthly Employment Utilization Reports 7 WSDOT Form #820 -010 or substitute form as approved by the Contracting Agency. 8 This form is required for all federally assisted projects if the contract is equal to or 9 greater then $10,000 and for every associated subcontract equal to or greater than 10 $10.000. These monthly reports are to be maintained in the respective Contractor or 11 subcontractor's records. 10 13 In addition, for contracts with a value of $100,000 or more, the Contractor shall submit 14 copies of the completed WSDOT form 820 -010 or approved substitute to the 15 Contracting Agency by the fifth of each month throughout the term of the contract. The 16 Contractor shall also collect and submit these forms monthly from every subcontractor 17 who holds a subcontract with a value of $100,000 or more. 40 10 19 Failure to submit the required reports by their due dates may result in the withholding of 20 progress estimate payments. 21 22 1 07.13(4) Repair of Damage 23 This section is revised to read: 24 25 The Contractor shall promptly repair all damage to either temporary or permanent work 26 as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 27 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4 using 28 the estimated bid item "Reimbursement for Third Party Damage ". 29 30 In the event the Contracting Agency pays for damage to the Contractor's work or for 31 damage to the Contractor's equipment caused by third parties, any claim the Contractor 32 had or may have had against the third party shall be deemed assigned to the 33 Contracting Agency, to the extent of the Contracting Ag payment for s 34 damage. 35 36 Payment will be limited to repair of damaged work only. No payment will be made for 37 delay or disruption of work. 38 39 For the purpose of providing a common proposal for all bidders, the Contracting Agency 40 has entered an amount for "Reimbursement For Third Party Damage" in the proposal to 41 become a part of the total bid by the Contractor. 42 43 1 07.16(1) Private /Public Property 44 This section is revised to read: 45 46 The Contractor shall not use Contracting Agency owned or controlled property other 47 than that directly affected by the contract work without the approval of the Engineer. If 48 the Engineer grants such approval, the Contractor shall then vacate the area when 49 ordered to do so by the Engineer. Approval to temporarily use the property shall not 50 create any entitlement to further use or to compensation for any conditions or 51 requirements imposed. 1 2 The Contractor shall protect private or public property on or in the vicinity of the work 3 site. The Contractor shall ensure that it is not removed, damaged, destroyed, or 4 prevented from being used unless the contract so specifies. 5 6 Property includes land, utilities, trees, landscaping, improvements legally on the right-of- . 7 way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, 8 signs, and other property of all description whether shown on the plans or not. 9 10 If the Engineer orders , or if otherwise necessary, the Contractor shall install protection, 11 acceptable to the Engineer, for property such as that listed in the previous paragraph. 12 The Contractor is responsible for locating and protecting all property that is subject to 13 damage by the construction operation. 14 15 If the Contractor (or agents /employees of the Contractor) damage, destroy, or interfere 16 with the use of such property, the Contractor shall restore it to original condition. The 17 Contractor shall also halt any interference with the property's use. If the Contractor 18 refuses or does not respond immediately, the Engineer may have such property 19 restored by other means and subtract the cost from money that will be or is due the 20 Contractor. 21 22 The Contractor may access the worksite from adjacent properties. The Contractor shall 23 not use or allow others to use this access to merge with public traffic. During non - 24 working hours, the Contractor shall provide a physical barrier that is either locked or 25 physically unable to be moved without equipment. The access shall not go through any 26 existing structures. The access may go through fencing. The Contractor shall control 27 or prevent animals from entering the worksite to the same degree that they were 28 controlled before the fence was removed. The Contractor shall prevent persons not 29 involved in the contract work from entering the worksite through the access or through 30 trails and pathways intersected by the access. If the contract documents require that 31 existing trails or pathways be maintained during construction, the Contractor will insure 32 the safe passage of trail or pathway users. The Contractor shall effectively control 33 airborne particulates that are generated by use of the access. The location and use of 34 the access shall not adversely affect wetlands or sensitive areas in any manner. The 35 Contractor shall be responsible for obtaining all haul road agreements, permits and /or 36 easements associated with the access. The Contractor shall replace any fence, repair 37 any damage and restore the site to its original state when the access is no longer 38 needed. The Contractor shall bear all costs associated with this worksite access. 39 40 1 07.16(2) Vegetation Protection and Restoration 41 The new paragraph below is inserted to follow the third paragraph: 42 43 Any pruning activity required to complete the work as specified shall be performed by 44 persons qualified as a Certified Arborist at the direction of the Engineer. 45 46 In the fifth paragraph, "Guide for Plant Appraisal, Eighth Edition" is revised to read "Guide for 47 Plant Appraisal, Current Edition ". 48 49 1 07.16(3) Fences, Mailboxes, Incidentals 50 The first sentence in the first paragraph is revised to read: 51 1 The Contractor shalt maintain any temporary fencing to prevent pedestrians from 2 entering the worksite and to preserve livestock, crops, or property when working through or adjacent to private property. 4 5 1 -07.18 Public Liability and Property Damage Insurance 6 This section is revised to read: 7 8 The Contractor shall obtain and keep in force the following policies of insurance. The 9 policies shall be with companies or through sources approved by the State Insurance 10 Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the 4 4 force execution 1 1 policies shall be kept in force f r the he executi date of the contract until the date of 12 acceptance by the Secretary (Section 1- 05.12). 13 14 1. Owners and Contractors Protective Insurance providing bodily injury and property 15 damage liability coverage with limits of $3,000,000 per occurrence and in the 16 aggregate for each policy period, written on Insurance Services Office (ISO) form 17 C00009 together with Washington State Department of Transportation Amendatory 18 Endorsement No. CG 29 08, specifying the State of Washington as a named 1a insured. 20 21 The Contractor may choose to terminate this insurance after the date of Substantial 22 Completion as determined by the Engineer or, should Substantial Completion not 23 be achieved, after the date of Physical Completion as determined by the Engineer. 24 In the event the Contractor elects to terminate this coverage, prior to acceptance of 25 the contract, the Contractor shall first obtain an endorsement to the Commercial 26 General Liability Insurance described below that establishes the Contracting 27 Agency on that policy as an additional insured. 28 29 2. Commercial General Liability Insurance written under ISO Form CG0001 or its 30 equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate 31 for each policy period. This protection may be a CGL policy or any combination of 32 primary, umbrella or excess liability coverage affording total liability limits of not less 33 than $3,000,000. Products and completed operations coverage shall be provided 34 for a period of one year following final acceptance of the work. 35 36 3. Commercial Automobile Liability Insurance providing bodily injury and property 37 damage liability coverage for all owned and nonowned vehicles assigned to or used 38 in the performance of the work with a combined single limit of not less than 39 $1,000,000 each occurrence with the State named as an additional insured in 40 connection with the Contractor's Performance of the contract. 41 42 The Owners and Contractors Protective Insurance policy shall not be subject 43 to a deductible or contain provisions for a deductible. The Commercial General 44 Liability policy and the Commercial Automobile Liability Insurance policy may, 45 at the discretion of the Contractor, contain such provisions. if a deductible 46 applies to any claim under SECTION 1 -07, LEGAL RELATIONS AND 47 RESPONSIBILITIES TO THE PUBLIC 48 August 1, 2005 49 1 -07.1 Laws to be Observed 50 The first, second, and fourth paragraphs are revised to read: 1 2 The Contractor shall always comply with all Federal, State, tribal or local laws, 3 ordinances, and regulations that affect work under the contract. The Contractor shall 4 indemnify, defend, and save harmless the State (including the Governor, Commission, 5 Secretary, and any agents, officers, and employees) against any claims that may arise 6 because the Contractor (or any employee of the Contractor or subcontractor or 7 materialperson) violated a legal requirement. 8 9 The Contractor shall be responsible for the safety of all workers and shall comply with 10 all appropriate state safety and health standards, codes, rules, and regulations, 11 including, but not limited to, those promulgated under the Washington Industry Safety 12 and Health Act RCW Chapter 49.17 (WISHA) and as set forth in Title 296 WAC 13 (Department of Labor and Industries). The Contractor shall likewise be obligated to 14 comply with all federal safety and health standards, codes, rules, and regulations that 15 may be applicable to the contract work. 16 17 Without usurping the authority of other agencies, the Contracting Agency will cooperate 18 with them in their efforts to enforce legal requirements. Upon awareness of a violation 19 of a legal requirement, the Engineer will notify the Contractor in an effort to achieve 20 compliance. The Engineer may also notify the agency responsible for enforcement if 21 the Engineer deems that action is necessary to achieve compliance with legal 22 requirements. The Engineer will also assist the enforcement agency to obtain 23 Contractor compliance to the extent such assistance is consistent with the provisions of 24 the contract. 25 26 1 - 07.5 Fish and Wildlife and Ecology Regulations 27 The section title is revised to read: 28 29 1 - 07.5 Environmental Regulations 30 31 1 07.5(1) General 32 This section is revised to read: 33 34 Throughout the work, the Contractor shall comply with all current rules of the resource 35 agencies having jurisdiction over the affected areas. Some, though not all, of these 36 rules are summarized below. Any of these agencies may, without prejudice to the 37 Contracting Agency, add rules as needed to protect game, fish, or the environment. 38 39 The following restrictions apply to all work: 40 41 No work shall occur within the jurisdictional areas unless authorized in the contract 42 provisions and associated environmental permits. 43 44 No materials shall be placed below the ordinary high water line except as may be 45 specified in the contract. 46 47 No equipment shall enter waters of the State, except as may be specified in the 48 contract. 49 50 1 07.5(2) State Department of Fish and Wildlife 51 Item 7 is deleted. 52 1 1 - 07.5(3) State Department of Ecology 2 This section is revised to read: 4 In doing the work, the Contractor shall: 5 6 1. Get a waste discharge permit from the Ecology Department before: 7 8 a. Washing aggregate; or 9 b. Discharging water from pit sites or excavations into a ground or 10 surface waterway when the water contains turbidity, silt, or foreign 11 materials. aterials. 12 13 2. Give the Project Engineer a copy of each waste riisrharge permit hefnre the - Give - - - Project - --�--- a -- rte of ., .. �_ . _ _ ... ^ r . the work begins. 15 16 3. Control drainage and erosion in a manner that reduces waterway pollution. 17 18 4. Perform work in such a manner that all materials and substances not 19 specifically identified in the contract documents to be placed in the water do 20 not enter waters of the State, including wetlands. 21 22 5. Use equipment that is free of external petroleum -based products. 23 24 6. Remove accumulations of soil and debris from drive mechanisms (wheels, 25 tracks, tires) and undercarriage of equipment prior to using equipment below 26 the ordinary high water line. 27 28 7. Clean loose dirt and debris from all materials placed below the ordinary high 29 water line. No materials shall be placed below the ordinary high water line 30 without the Engineer's approval. 31 32 8. Notify the Engineer and Ecology Department immediately should oil, 33 chemicals, or sewage spill into waters of the State. 34 35 1 07.7(2) Load Limit Restrictions 36 Item 1 is supplemented with the following: 37 38 If the Contractor desires to utilize work methods resulting in load that exceed any of the 39 restrictions described above, the Contractor shall submit calculations and other 40 supporting information (as specified in Section 6 -01.6 for bridges under construction) to 41 the Engineer for approval in accordance with Sections 6 -01.6 and 6 -01.9. The Engineer 42 will review the calculations and supporting information to determine if the loading meets 43 the criteria specified in Section 6 -01.6. The Contractor shall not place or operate 44 construction vehicles or equipment on or over the structure until receiving the 4 5 Engineer's approval f + ta l o� the submittal. 46 47 1 07.11(10)B Required Records and Retention 48 The third and fourth paragraphs are revised to read: 49 50 Monthly Employment Utilization Reports 51 WSDOT Form #820 -010 or substitute form as approved by the Contracting Agency. 52 This form is required for all federally assisted projects if the contract is equal to or 1 greater then $10,000 and for every associated subcontract equal to or greater than 2 $10,000. These monthly reports are to be maintained in the respective Contractor or 3 subcontractor's records. 4 5 In addition, for contracts with a value of $100,000 or more, the Contractor shall submit 6 copies of the completed WSDOT form 820 -010 or approved substitute to the 7 Contracting Agency by the fifth of each month throughout the term of the contract. The 8 Contractor shall also collect and submit these forms monthly from every subcontractor 9 who holds a subcontract with a value of $100,000 or more. 10 11 Failure to submit the required reports by their due dates may result in the withholding of 12 progress estimate payments. 13 14 1 07.13(4) Repair of Damage 15 This section is revised to read: 16 17 The Contractor shall promptly repair all damage to either temporary or permanent work 18 as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 19 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4 using 20 the estimated bid item "Reimbursement for Third Party Damage ". 21 22 In the event the Contracting Agency pays for damage to the Contractor's work or for 23 damage to the Contractor's equipment caused by third parties, any claim the Contractor 24 had or may have had against the third party shall be deemed assigned to the 25 Contracting Agency, to the extent of the Contracting Agency's payment for such 26 damage. 27 28 Payment will be limited to repair of damaged work only. No payment will be made for 29 delay or disruption of work. 30 31 For the purpose of providing a common proposal for all bidders, the Contracting Agency 32 has entered an amount for "Reimbursement For Third Party Damage" in the proposal to 33 become a part of the total bid by the Contractor. 34 35 1 - 07.14 Responsibility for Damage 36 The first paragraph is revised to read: 37 38 The State, Governor, Commission, Secretary, and all officers and employees of the 39 State, including but not limited to those of the Department, will not be responsible in any 40 manner: for any loss or damage that may happen to the work or any part; for any loss of 41 material or damage to any of the materials or other things used or employed in the 42 performance of work; for injury to or death of any persons, either workers or the public; 43 or for damage to the public for any cause which might have been prevented by the 44 Contractor, or the workers, or anyone employed by the Contractor. 45 46 The first sentence of the third paragraph is revised to read: 47 48 Subject to the limitations in this section, the Contractor shall indemnify, defend, and 49 save harmless the State, Governor, Commission, Secretary, and all officers and 50 employees of the State from all claims, suits, or actions brought for injuries to, or death 51 of, any persons or damages resulting from construction of the work or in consequence 52 of any negligence regarding the work, the use of any improper materials in the work, 1 caused in whole or in part by any act or omission by the Contractor or the agents or 2 employees of the Contractor during performance or at any time before final acceptance. 3 In addition to any remedy authorized by law, the State may retain so much of the money 4 due the Contractor as deemed necessary by the Engineer to ensure indemnification 5 until disposition has been made of such suits or claims. 6 7 This section is supplemented with the following: 8 9 The Contracting Agency will forward to the Contractor all claims filed against the State 10 according to RCW 4.92.100 that are deemed to have arisen in relation to the 11 Contractor's work or activities under this contract, and, in the opinion of the Contracting 12 Agency, are subject to the defense, indemnity, and insurance provisions of these 13 Standard Specifications. Claims will be deemed tendered to the Contractor and insurer, 14 who has named the State as a named insured or an additional insured under the 15 contract's insurance provisions, once the claim has been forwarded via certified mail to 16 the Contractor. The Contractor shall be responsible to provide a copy of the claim to 17 the Contractor's designated insurance agent who has obtained /met the contract's 18 insurance provision requirements. 19 20 Within 60 calendar days following the date a claim is sent by the Contracting Agency to 21 the Contractor, the Contractor shall notify the Claimant and WSDOT (Risk Management 22 Office, PO Box 47418, Olympia, WA 98504 -7418) of the following: 23 24 a. whether the claim is allowed or is denied in whole or in part, and, if so, the 25 specific reasons for the denial of the individual claim, and if not denied in full, 26 when payment has been or will be made to the claimant(s) for the portion of 27 the claim that is allowed, or 28 29 b. if resolution negotiations are continuing. In this event, status updates will be 30 reported no longer than every 60 calendar days until the claim is resolved or a 31 lawsuit is filed, 32 33 If the Contractor fails to provide the above notification within 60 calendar days, then the 34 Contractor shall yield to the Contracting Agency sole and exclusive discretion to allow 35 all or part of the claim on behalf of the Contractor, and the Contractor shall be 36 deemed to have WAIVED any and all defenses, objections, or other avoidances to 37 the Contracting Agency's allowance of the claim, or the amount allowed by the 38 Contracting Agency, under common law, constitution, statute, or the contract and 39 these Standard Specifications. If all or part of a claim is allowed, the Contracting 40 Agency will notify the Contractor via certified mail that it has allowed all or part of the 41 claim and make appropriate payments to the claimant(s) with State funds. 42 43 Payments of State funds by the Contracting Agency to claimant(s) under this section will 44 be made on behalf of the Contractor and at the expense of the Contractor, and the 45 Contractor shall be unconditionally obligated to reimburse the Contracting Agency for 46 the "total reimbursement amount ", which is the sum of the amount paid to the 47 claimant(s), plus all costs incurred by the Contracting Agency in evaluating the 48 circumstances surrounding the claim, the allowance of the claim, the amount due to the 49 claimant, and all other direct costs for the Contracting Agency's administration and 50 payment of the claim on the Contractor's behalf. The Contracting Agency will be 51 authorized to withhold the total reimbursement amount from amounts due the 52 Contractor, or, if no further payments are to be made to the Contractor under the 1 contract, the Contractor shall directly reimburse the Contracting Agency for the amounts 2 paid within 30 days of the date notice that the claim was allowed was sent to the 3 Contractor. In the event reimbursement from the Contractor is not received by the 4 Contracting Agency within 30 days, interest shall accrue on the total reimbursement 5 amount owing at the rate of 12 per cent per annum calculated at a daily rate from the 6 date the contractor was notified that the claim was allowed. The Contracting Agency's 7 costs to enforce recovery of these amounts are additive to the amounts owing. 8 9 1 07.15(1) Spill Prevention, Control and Countermeasures Plan 10 This section is revised to read: 11 12 The Contractor shall prepare a project specific spill prevention, control and 13 countermeasures (SPCC) plan to be used for the duration of the project. The plan shall 14 be submitted to the Engineer prior to the commencement of any on site construction 15 activities. The Contractor shall maintain a copy of the plan at the work site, including 16 any necessary updates as the work progresses. If hazardous materials are 17 encountered during construction, the Contractor shall do everything possible to control 18 and contain the material until appropriate measures can be taken. Hazardous material, 19 as referred to within this specification, is defined in RCW 70.105.010 under "Hazardous 20 Substances ". Occupational safety and health requirements that may pertain to SPCC 21 planning are contained in but not limited to WAC 296 -824 and WAC 296 -843. 22 23 The SPCC plan shall address the following project- specific information: 24 25 1. SPCC Plan Elements 26 27 A. Site Information 28 Identify general site information useful in construction planning, 29 recognizing potential sources of spills, and identifying personnel 30 responsible for managing and implementing the plan. 31 32 B. Project Site Description 33 Identify staging, storage, maintenance, and refueling areas and their 34 relationship to drainage pathways, waterways, and other sensitive 35 areas. Specifically address: 36 37 the Contractor's equipment maintenance, refueling, and 38 cleaning activities. 39 the Contractor's on site storage areas for hazardous 40 materials. 41 42 C. Spill Prevention and Containment 43 For each of the locations identified in B, above, specifically address: 44 45 1. Spill prevention and containment measures to be used at 46 each location. 47 2. The method of collecting and treating, or disposing of runoff 48 from each location. 49 3. The method of diverting project runoff from each location. 50 51 D. Spill Response 1 Outline spill response procedures including assessment of the 2 hazard, securing spill response and personal protective equipment, 3 containing and eliminating the spill source, and mitigation, removal 4 and disposal of the material. 5 6 E. Standby, On -Site, Material and Equipment 7 The plan shall identify the equipment and materials the Contractor will 8 maintain on site to carry out the preventive and responsive measures 9 for the items listed. 10 11 F. RA pnrting 12 The plan shall list all federal, state and local agency telephone 13 numbers the Contractor must notify in the event of a spill. 14 15 G. Program Management 16 Identify site security measures, inspection procedures and personnel 17 training procedures as they relate to spill prevention, containment, 18 response, management and cleanup. 19 20 H. Preexisting Contamination 21 If preexisting contamination in the project area is described elsewhere 22 in the plans or specifications, the SPCC plan shall indicate measures 23 the Contractor will take to conduct work without allowing release or 24 further spreading of the materials. 25 26 I. Work Below the Ordinary High Water Line 27 Identify equipment that will be used below the ordinary high water 28 line. Outline daily inspection and cleanup procedures that ensure 29 equipment is free of all external petroleum -based products. Identify 30 refueling procedures for equipment that cannot be moved from below 31 the ordinary high water line. 32 33 2. Attachments 34 35 A. Site plan showing the locations identified in (1. B. and 1. C.) noted 36 previously. 37 38 B. Spill and Incident Report Forms, if any, that the Contractor will be 39 using. 40 Implementation Requirements 41 The Contractor shall implement prevention and containment measures identified in the 42 SPCC plan prior to performing any of the following: 43 44 Placing materials or equipment in staging or storage areas 45 Equipment refueling 46 Equipment washing 47 Stockpiling contaminated materials 48 49 Payment 50 The lump sum contract price for the "SPCC Plan" shall be full pay for: 51 52 1. All costs associated with creating the SPCC plan. 1 2 2. All costs associated with providing and maintaining on site standby materials 3 and equipment described in the SPCC plan. 4 5 3. All costs associated with implementing the prevention and containment 6 measures identified in the approved SPCC plan. 7 8 As to other costs associated with spills the contractor may request payment as provided 9 for in the Contract. No payment shall be made if the spill was caused by or resulted 10 from the Contractor's operations, negligence or omissions. 11 12 1 - 07.16(1) Private /Public Property 13 This section is revised to read: 14 15 The Contractor shall not use Contracting Agency owned or controlled property other 16 than that directly affected by the contract work without the approval of the Engineer. If 17 the Engineer grants such approval, the Contractor shall then vacate the area when 18 ordered to do so by the Engineer. Approval to temporarily use the property shall not 19 create any entitlement to further use or to compensation for any conditions or 20 requirements imposed. 21 22 The Contractor shall protect private or public property on or in the vicinity of the work 23 site. The Contractor shall ensure that it is not removed, damaged, destroyed, or 24 prevented from being used unless the contract so specifies. 25 26 Property includes land, utilities, trees, landscaping, improvements legally on the right -of- 27 way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, 28 signs, and other property of all description whether shown on the plans or not. 29 30 If the Engineer orders , or if otherwise necessary, the Contractor shall install protection, 31 acceptable to the Engineer, for property such as that listed in the previous paragraph. 32 The Contractor is responsible for locating and protecting all property that is subject to 33 damage by the construction operation. 34 35 If the Contractor (or agents /employees of the Contractor) damage, destroy, or interfere 36 with the use of such property, the Contractor shall restore it to original condition. The 37 Contractor shall also halt any interference with the property's use. If the Contractor 38 refuses or does not respond immediately, the Engineer may have such property 39 restored by other means and subtract the cost from money that will be or is due the 40 Contractor. 41 42 The Contractor may access the worksite from adjacent properties. The Contractor shall 43 not use or allow others to use this access to merge with public traffic. During non - 44 working hours, the Contractor shall provide a physical barrier that is either locked or 45 physically unable to be moved without equipment. The access shall not go through any 46 existing structures. The access may go through fencing. The Contractor shall control 47 or prevent animals from entering the worksite to the same degree that they were 48 controlled before the fence was removed. The Contractor shall prevent persons not 49 involved in the contract work from entering the worksite through the access or through 50 trails and pathways intersected by the access. If the contract documents require that 51 existing trails or pathways be maintained during construction, the Contractor will insure 52 the safe passage of trail or pathway users. The Contractor shall effectively control 1 airborne particulates that are generated by use of the access. The location and use of 2 the access shall not adversely affect wetlands or sensitive areas in any manner. The 3 Contractor shall be responsible for obtaining all haul road agreements, permits and /or 4 easements associated with the access. The Contractor shall replace any fence, repair 5 any damage and restore the site to its original state when the access is no longer 6 needed. The Contractor shall bear all costs associated with this worksite access. 7 8 1 07.16(2) Vegetation Protection and Restoration 9 The new paragraph below is inserted to follow the third paragraph: 10 11 Any pruning activity required to complete the sVVUI k as specified shall be per 1or111ed by 12 persons qualified as a Certified Arborist at the direction of the Engineer. 13 14 In the fifth paragraph, "Guide for Plant Appraisal, Eighth Edition" is revised to read "Guide for 15 Plant Appraisal, Current Edition ". 16 17 1 07.16(3) Fences, Mailboxes, Incidentals 18 The first sentence in the first paragraph is revised to read: 19 20 The Contractor shall maintain any temporary fencing to prevent pedestrians from 21 entering the worksite and to preserve livestock, crops, or property when working 22 through or adjacent to private property. 23 24 1 - 07.18 Public Liability and Property Damage Insurance 25 This section is revised to read: 26 27 The Contractor shall obtain and keep in force the following policies of insurance. The 28 policies shall be with companies or through sources approved by the State Insurance 29 Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the 30 policies shall be kept in force from the execution date of the contract until the date of 31 acceptance by the Secretary (Section 1- 05.12). 32 33 1. Owners and Contractors Protective Insurance providing bodily injury and property 34 damage liability coverage with limits of $3,000,000 per occurrence and in the 35 aggregate for each policy period, written on Insurance Services Office (ISO) form 36 CG0009 together with Washington State Department of Transportation Amendatory 37 Endorsement No. CG 29 08, specifying the State of Washington as a named 38 insured. 39 40 The Contractor may choose to terminate this insurance after the date of Substantial 41 Completion as determined by the Engineer or, should Substantial Completion not 42 be achieved, after the date of Physical Completion as determined by the Engineer. 43 In the event the Contractor elects to terminate this coverage, prior to acceptance of 44 the contract, the Contractor shall first obtain an endorsement to the Commercial 45 General Liability Insurance described below that establishes the Contracting actil lg 46 Agency on that policy as an additional insured. 47 48 2. Commercial General Liability Insurance written under ISO Form CG0001 or its 49 equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate 50 for each policy period. This protection may be a CGL policy or any combination of 51 primary, umbrella or excess liability coverage affording total liability limits of not Tess 1 than $3,000,000. Products and completed operations coverage shall be provided 2 for a period of one year following final acceptance of the work. 3 4 3. Commercial Automobile Liability Insurance providing bodily injury and property 5 damage liability coverage for all owned and nonowned vehicles assigned to or used 6 in the performance of the work with a combined single limit of not less than 7 $1,000,000 each occurrence with the State named as an additional insured in 8 connection with the Contractor's Performance of the contract. 9 10 The Owners and Contractors Protective Insurance policy shall not be subject to a 11 deductible or contain provisions for a deductible. The Commercial General Liability 12 policy and the Commercial Automobile Liability Insurance policy may, at the discretion 13 of the Contractor, contain such provisions. If a deductible applies to any claim under 14 these policies, then payment of that deductible will be the responsibility of the 15 Contractor, notwithstanding any claim of liability against the Contracting Agency. 16 However in no event shall any provision for a deductible provide for a deductible in 17 excess of $50,000.00. 18 19 Prior to contract execution, the Contractor shall file with the Department of 20 Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504 -7420, 21 ACORD Form Certificates of Insurance evidencing the minimum insurance coverages 22 required under these specifications. 23 24 All insurance policies and Certificates of Insurance shall include a requirement providing 25 for a minimum of 45 days prior written notice to the Contracting Agency of any 26 cancellation or reduction of coverage. All insurance coverage required by this section 27 shall be written and provided by "occurrence- based" policy forms rather than by "claims 28 made" forms. 29 30 Failure on the part of the Contractor to maintain the insurance as required shall 31 constitute a material breach of contract upon which the Contracting Agency may, after 32 giving five working days notice to the Contractor to correct the breach, immediately 33 terminate the contract or, at its discretion, procure or renew such insurance and pay any 34 and all premiums in connection therewith, with any sums so expended to be repaid to 35 the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, 36 offset against funds due the Contractor from the Contracting Agency. 37 38 All costs for insurance, including any payments of deductible amounts, shall be 39 considered incidental to and included in the unit contract prices and no additional 40 payment will be made. 41 42 1 - 07.20 Patented Devices, Materials, and Processes 43 This section is revised to read: 44 45 The Contractor shall assume all costs arising from the use of patented devices, 46 materials, or processes used on or incorporated in the work, and agrees to indemnify, 47 defend, and save harmless the State, Governor, Commission, Secretary, and their duly 48 authorized agents and employees from all actions of any nature for, or on account of the 49 use of any patented devices, materials, or processes. 50 51 1 07.23(1) Construction Under Traffic 52 The first paragraph is supplemented with the following: 1 2 The Contractor shall enter interstate highways only through legal movements from 3 existing roads, streets, and through other ac;uc puints specifically allowed by the 4 contract documents. 5 6 The fourth sentence in the second paragraph is revised to read: 7 8 Deficiencies not caused by the Contractor's operations shall be repaired by the 9 Contractor, when ordered by the Engineer, at the Contracting Agency's expense. 10 11 In the sixth paragraph, 3. "C ", the first sentence is revised to read: 12 13 Temporary concrete barrier or other approved barrier installed on the traffic side of the 14 drop -off with 2 feet between the drop -off and the back of the barrier and a new edge of 15 pavement stripe a minimum of 2 feet from the face of the barrier. 16 17 1 - 07.26 Personal Liability of Public Officers 18 This section is revised to read: 19 20 Neither the Governor, the Commission, the Secretary, the Engineer, nor any other 21 officer or employee of the State shall be personally liable for any acts or failure to act in 22 connection with the contract, it being understood that in such matters, they are acting 23 solely as agents of the State. 24 1 SECTION 1 -09, MEASUREMENT AND PAYMENT 2 August 1, 2005 3 1 -09.1 Measurement of Quantities 4 The third paragraph is supplemented with the following: 5 6 Hour - measured for each hour that work is actually performed. Portions of an hour will 7 be rounded up to a half hour. 8 9 1 -09.6 Force Account 10 On page 1 -91, under "For Labor ", the fourth and fifth sentences in the second 11 paragraph are deleted. 12 13 1 -09.7 Mobilization 14 Under the second paragraph, item 3 is revised to read: 15 16 When the substantial completion date has been established for the project, payment of 17 any amount bid for mobilization in excess of 10 percent of the total original contract 18 amount will be paid. 1 2 SECTION 1 -10, TEMPORARY TRAFFIC CONTROL 3 August 1, 2005 4 Section 1 -10 is revised in its entirety to read: 5 6 1 - 10.1 General 7 The Contractor, utilizing contractor labor and contractor - provided equipment and 8 materials (except when such labor, equipment or materials are to be provided by the 9 Contracting Agency as specifically identified herein), shall plan, manage, supervise and 10 perform ail temporary traffic control activities needed to support the work of the contract. 11 1) 1 _ 1A 11) M is 1-1J.( II nIQLclIQIa 13 Materials shall meet the requirements of the following sections: 14 15 Stop /Slow Paddles 9 -35.1 16 Construction Signs 9 -35.2 17 Wood Sign Posts 9 -35.3 18 Sequential Arrow Signs 9 -35.4 19 Portable Changeable Message Signs 9 -35.5 20 Barricades 9 -35.6 21 Traffic Safety Drums 9 -35.7 22 Barrier Drums 9 -35.8 23 Tr Con 9,24c . Q 24 Tubular Markers 9 -35.10 25 Warning Lights and Flashers 9 -35.11 26 Truck - Mounted Attenuator 9 -35.12 27 28 1 10.1(2) Description 29 The Contractor shall provide flaggers, spotters and all other personnel required for labor 30 for traffic control activities and not otherwise specified as being furnished by the 31 Contracting Agency. 32 33 The (vnntrartnr chall nerfnrm all nrncarii irac nacaccary to ci iinnnrt the rnntrart work, 34 35 The Contractor shall provide signs and other traffic control devices not otherwise 36 specified as being furnished by the Contracting Agency. The Contractor shall erect and 37 maintain all construction signs, warning signs, detour signs, and other traffic control 38 devices necessary to warn and protect the public at all times from injury or damage as a 39 result of the Contractor's operations which may occur on or adjacent to highways, 40 roads, or streets. No work shall be done on or adjacent to the roadway until all 41 necessary signs and traffic control devices are in place. 42 43 The traffic control resources and activities described shall be used for the safety of the 44 public, of the Contractor's empioyees, and of the Contracting Agency's personnel and to 45 facilitate the movement of the traveling public. Traffic control resources and activities 46 may be used for the separation or merging of public and construction traffic when such 47 use is in accordance with a specific approved traffic control plan. 48 49 Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and 50 remove signs; or provide, erect, maintain, and remove other traffic control devices when 51 ordered to do so by the Engineer, the Contracting Agency may, without further notice to 1 1 the Contractor or the Surety, perform any of the above and deduct all of the costs from 2 the Contractor's payments. 3 4 The Contractor shall be responsible for providing adequate labor, sufficient signs, and 5 other traffic control devices, and for performing traffic control procedures needed for the 6 protection of the work and the public at all times regardless of whether or not the labor, 7 devices or procedures have been ordered by the Engineer, furnished by the Contracting 8 Agency, or paid for by the Contracting Agency. 9 10 Wherever possible when performing contract work, the Contractor's equipment shall 11 follow normal and legal traffic movements. The Contractor's ingress and egress of the 12 work area shall be accomplished with as little disruption to traffic as possible. Traffic 13 control devices shall be removed by picking up the devices in a reverse sequence to 14 that used for installation. This may require moving backwards through the workzone. 15 When located behind barrier or at other locations shown on approved traffic control 16 plans, equipment may operate in a direction opposite to adjacent traffic. 17 18 The Contractor is advised that the Contracting Agency may have entered into operating 19 agreements with one or more law enforcement organizations for cooperative activities. 20 Under such agreements, at the sole discretion of the Contracting Agency, law 21 enforcement personnel may enter the workzone for enforcement purposes and may 22 participate in the Contractor's traffic control activities. The responsibility under the 23 contract for all traffic control resides with the Contractor and any such participation by 24 law enforcement personnel in Contractor traffic control activities will be referenced in the 25 Special Provisions or will be preceded by an agreement and, if appropriate, a cost 26 adjustment. Nothing in this contract is intended to create an entitlement, on the part of 27 the Contractor, to the services or participation of the law enforcement organization. 28 29 1 - 10.2 Traffic Control Management 30 31 1 10.2(1) General 32 It is the Contractor's responsibility to plan, conduct and safely perform the work. The 33 Contractor shall manage temporary traffic control with his or her own staff. Traffic 34 control management responsibilities shall be formally assigned to one or more company 35 supervisors who are actively involved in the planning and management of field contract 36 activities. The Contractor shall provide the Engineer with a copy of the formal 37 assignment. The duties of traffic control management may not be subcontracted. 38 39 The Contractor shall designate an individual or individuals to perform the duties of the 40 primary Traffic Control Supervisor (TCS). The designation shall also identify an 41 alternate TCS who can assume the duties of the primary TCS in the event of that 42 person's inability to perform. The TCS shall be responsible for safe implementation of 43 approved Traffic Control Plans provided by the Contractor. 44 45 The designated individuals shall be certified as worksite traffic control supervisors by 46 one of the organizations listed in the Special Provisions. Possession of a current 47 flagging card by the TCS is mandatory. A traffic control management assignment and a 48 TCS designation are required on all projects that will utilize traffic control. 49 50 The Contractor shall maintain 24 -hour telephone numbers at which the Contractor's 51 assigned traffic control management personnel and the TCS can be contacted and be 52 available upon the Engineer's request at other than normal working hours. These 1 persons shall have the resources, ability and authority to expeditiously correct any 2 deficiency in the traffic control system. 3 4 1-10.2(1)A Traffic Control Management 5 The responsibilities of the Contractor's traffic control management personnel shall 6 include: 7 8 1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) 9 to ensure that proper safety and traffic control measures are implemented and 10 consistent with the specific requirements created by the Contractor's 44 �. r the Contract. i form i s i i_ I I workLUIICJ cIIId he Contract. Some form of oversight shall be in puce and 12 effective even when the traffic control management personnel are not present 13 at the iobsite- 14 15 2. Providing the Contractor's designated TCS with approved Traffic Control Plans 16 (TCPs) which are compatible with the work operations and traffic control for 17 which they will be implemented. Having the latest adopted edition of the 18 Manual On Uniform Traffic Control Devices for Streets and Highways 19 (MUTCD,) including the Washington State Modifications to the MUTCD and 20 applicable standards and specifications available at all times on the project. 21 22 3. Discussing proposed traffic control measures and coordinating implementation 23 of the Contractor - adopted traffic control plan(s) with the Engineer. 24 25 4. Coordinating all traffic control operations, including those of subcontractors 26 and suppliers, with each other and with any adjacent construction or 27 maintenance operations. 28 29 5. Coordinating the project's activities (such as ramp closures, road closures, and 30 lane closures) with appropriate police, fire control agencies, city or county 31 engineering, medical emergency agencies, school districts, and transit 32 companies. 33 34 6. Overseeing all requirements of the contract that contribute to the convenience, 35 safety, and orderly movement of vehicular and pedestrian traffic. 36 37 7. Reviewing the TCS's diaries daily and being aware of field traffic control 38 operations. 39 40 8. Being present on -site a sufficient amount of time to adequately satisfy the 41 above - listed responsibilities. 42 43 Failure to carry out any of the above - listed responsibilities shall be a failure to comply 44 with the contract and may result in a suspension of work as described in Section 1 -08.6. ati 46 1 10.2(1)B Traffic Control Supervisor 47 A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or 48 spotting or other traffic control labor is being utilized or less frequently, as authorized by 49 the Engineer. 50 1 The TCS shall personally perform all the duties of the TCS. During nonwork periods, 2 the TCS shall be available to the job site within a 45- minute time period after notification 3 by the Engineer. 4 5 The TCS's duties shall include: 6 7 1. Having a current set of approved traffic control plans (TCPs), applicable 8 contract provisions as provided by the Contractor, the latest adopted edition of 9 the MUTCD, including the Washington State Modifications to the MUTCD, the 10 book Quality Guidelines for Work Zone Traffic Control Devices, and applicable 11 standards and specifications. 12 13 2. Inspecting traffic control devices and nighttime lighting for proper location, 14 installation, message, cleanliness, and effect on the traveling public. Traffic 15 control devices shall be inspected at least once per hour during working hours 16 except that Class A signs and nighttime lighting need to be checked only once 17 a week. Traffic control devices left in place for 24 hours or more shall also be 18 inspected once during the nonworking hours when they are initially set up 19 (during daylight or darkness, whichever is opposite of the working hours). The 20 TCS shall correct, or arrange to have corrected, any deficiencies noted during 21 these inspections. 22 23 3. Preparing a daily traffic control diary on each day that traffic control is 24 performed using DOT Forms 421 -040A and 421 -040B, and submitting them to 25 the Engineer no later than the end of the next working day. The Contractor 26 may use alternate forms if approved by the Engineer. Diary entries shall 27 include, but not be limited to: 28 29 a. Time of day when signs and traffic control devices are installed and 30 removed, 31 b. Location and condition of signs and traffic control devices, 32 c. Revisions to the traffic control plan, 33 d. Lighting utilized at night, and 34 e. Observations of traffic conditions. 35 36 4. Making minor revisions to the traffic control plan to accommodate site 37 conditions provided that the original intent of the traffic control plan is 38 maintained and the revision has the concurrence of both the Contractor and 39 the Engineer. 40 41 5. Attending traffic control coordinating meetings or coordination activities as 42 necessary for full understanding and effective performance. 43 44 6. Ensuring that all needed traffic control devices and equipment are available 45 and in good working condition prior to the need to install or utilize them. 46 47 The TCS may perform the work described in Section 1- 10.3(1)A Flaggers and 48 Spotters or in Section 1- 10.3(1)B Other Traffic Control Labor and be compensated 49 under those bid items, provided that the duties of the TCS are accomplished. 50 1 1 - 10.2(2) Traffic Control Plans 2 The traffic control plan or plans appearing in the contract documents show a method of 3 handling traffic. All construction signs, naggers, spotters and other traffic control 4 devices are shown on the traffic control plan(s) except for emergency situations. Where 5 mainline contract traffic control plans are developed with the intent of operating without 6 the use of flaggers or spotters, the plans shall contain a note that states, "NO 7 FLAGGERS OR SPOTTERS ". The use of flaggers or spotters to supplement these 8 traffic control plans will not be allowed except in a case where no other means of traffic 9 control can be used or in the event of an emergency. If the Contractor proposes the 10 use of flaggers or spotters with one of these plans, this will constitute a modification n .t � �.. the Engineer. modified L. tt L...... 1,.,... +:... -... for +4.., 1 1 requiring approval by he Engineer. The modified plans shall show locations for all n the 12 required advance warning signs and a safe, protected location for the flagging station. 1 If flagging is to be performed during hours of darkness, the plan shall include 14 appropriate illumination for the flagging station. 15 16 When the Contractor's chosen method of performing the work in the contract requires 17 some form of temporary traffic control, the Contractor shall either: (1.) designate and 18 adopt, in writing, the traffic control plan or plans from the contract documents that 19 support that method; or (2) submit a Contractor's plan that modifies, supplements or 20 replaces a plan from the contract documents. Any Contractor - proposed modification, 21 supplement or replacement shall show the necessary construction signs, flaggers, 22 spotters and other traffic control devices required to support the work. Any Contractor - 23 proposed traffic control plan shall conform to the established standards for plan 24 development as shown in the MUTCD, Part VI. The Contractor's submittal, either 25 designating and adopting a traffic control plan from the contract documents or proposing 26 a Contractor - developed plan, shall be provided to the Engineer for approval at least ten 27 calendar days in advance of the time the signs and other traffic control devices are 28 scheduled to be installed and utilized. The Contractor shall be solely responsible for 29 submitting any proposed traffic control plan or modification, obtaining the Engineer's 30 approval and providing copies of the approved Traffic Control Plans to the Traffic 31 Control Supervisor. 32 33 1 10.2(3) Conformance to Established Standards 34 Flagging, signs, and all other traffic control devices and procedures furnished or 35 provided shall conform to the standards established in the latest WSDOT adopted 36 edition of the Manual On Uniform Traffic Control Devices for Streets and Highways 37 (MUTCD,) published by the U.S. Department of Transportation and the Washington 38 State Modifications to the MUTCD. Judgment of the quality of devices furnished will be 39 based upon Quality Guidelines for Work Zone Traffic Control Devices, published by the 40 American Traffic Safety Services Association. Copies of the MUTCD and Quality 41 Guidelines for Work Zone Traffic Control Devices may be purchased from the American 42 Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, 43 Virginia 22406 -1022. The Washington State Modifications to the MUTCD may be 44 obtained from the Department of Transportation, Olympia, Washington 98504. Ag Y 46 In addition to the standards of the MUTCD described above, the Contracting Agency 47 has scheduled the implementation of crashworthiness requirements for most workzone 48 devices. The National Cooperative Highway Research Project (NCHRP) Report 350 49 has established requirements for crash testing. Workzone devices are divided into four 50 categories. Each of those categories and, where applicable, the schedule for 51 implementation is described below: 52 1 Category 1 includes those items that are small and lightweight, channelizing, and 2 delineating devices that have been in common use for many years and are known to be 3 crashworthy by crash testing of similar devices or years of demonstrable safe 4 performance. These include cones, tubular markers, flexible delineator posts, and 5 plastic drums. All Category 1 devices used on the project shall meet the requirements 6 of NCHRP 350 as certified by the manufacturer of the device. 7 8 Category 2 includes devices that are not expected to produce significant vehicular 9 velocity change, but may otherwise be hazardous. Examples of this class are 10 barricades, portable sign supports and signs, intrusion alarms and vertical panels. All 11 new Category 2 devices purchased after October 1, 2000 shall meet the requirements 12 of NCHRP 350. Existing equipment, purchased prior to October 1, 2000, may be used 13 on the project until December 31, 2007. For the purpose of definition, a sign support 14 and sign shall be considered a single unit. A new sign may be purchased for an existing 15 sign support and the entire unit will be defined as "existing equipment." 16 17 Category 3 is for hardware expected to cause significant velocity changes or other 18 potentially harmful reactions to impacting vehicles. Barriers, fixed sign supports, crash 19 cushions, truck mounted attenuators (TMA's) and other work zone devices not meeting 20 the definitions of Category 1 or 2 are examples from this category. Many Category 3 21 devices are defined in the design of the project. Where this is the case, NCHRP 350 22 requirements have been incorporated into the design and the Contractor complies with 23 the requirements by constructing devices according to the plans and specifications. 24 Where the device is a product chosen by the Contractor, the device chosen must be 25 compliant with the requirements of NCHRP 350. 26 27 Category 4 includes portable or trailer- mounted devices such as arrow displays, 28 temporary traffic signals, area lighting supports, and portable changeable message 29 signs. There is presently no implementation schedule for mandatory crashworthiness 30 compliance for these devices. 31 32 The condition of signs and traffic control devices shall be acceptable or marginal as 33 defined in the book Quality Guidelines for Work Zone Traffic Control Devices, and will 34 be accepted based on a visual inspection by the Engineer. The Engineer's decision on 35 the condition of a sign or traffic control device shall be final. A sign or traffic control 36 device determined to be unacceptable shall be removed from the project and replaced 37 within 12 hours of notification. 38 39 1 - 10.3 Traffic Control Labor, Procedures and Devices 40 41 1 10.3(1) Traffic Control Labor 42 The Contractor shall furnish all personnel for flagging, spotting, for the execution of all 43 procedures related to temporary traffic control and for the setup, maintenance and 44 removal of all temporary traffic control devices and construction signs necessary to 45 control traffic during construction operations. 46 47 Workers engaged as flaggers or spotters shall wear reflective vests and hard hats. 48 During hours of darkness, white coveralls or white or yellow rain gear shall also be 49 worn. The vests and other apparel shall be in conformance with Section 1 -07.8. 50 1 1 - 10.3(1)A Flaggers and Spotters 2 Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans 3 or where directed by the Engineer. Ali flaggers and spotters shall possess a current 4 flagging card issued by the State of Washington, Oregon, Montana, or Idaho. The 5 flagging card shall be immediately available and shown to the Contracting Agency upon 6 request. 7 8 Flagging stations shall be shown on Traffic Control Plans at locations where 9 construction operations require stopping or diverting public traffic. Flagging stations 10 shall be staffed only when flagging is required. This staffing may be continuous or i i intermittent, depending on the nature of the construction activity. Whenever a flamer is 12 not required to stop or divert traffic, the flagger shall move away from the flagging 1 station to a safer Inratinn D ho of darkness flagging stations shall be 14 illuminated in a manner that insures that flaggers can easily be seen but that does not 15 cause glare to the traveling public. Flaggers shall be equipped with portable two -way 16 radios, with a range suitable for the project. The radios shall be capable of having direct 17 contact with project management (foremen, superintendents, etc.). 18 9 The Contractor shall furnish the MUTCD standard Stop /Slow paddles for all flagging 20 operations. The specification for Stop /Slow paddles in Section 9 -35.1 requires 24" 21 paddles and all new paddles purchased for the project shall conform to those 22 provisions. Previously specified 18" paddles may be used at the request of the 23 Contractor until December 31, 2005. 24 25 Spotting stations shall be shown on Traffic Control Plans at locations where a spotter 26 can detect errant drivers or other hazards and provide an effective warning to other 27 workers. Spotting stations will not be allowed at locations where the spotter will be in 28 unnecessary danger. The Contractor shall furnish noise - makers or other effective 29 warning devices for spotting operations. The duties of a spotter shall not include 30 flagging. 31 32 1 10.3(1)B Other Traffic Control Labor 33 In addition to flagging or spotting duties, the Contractor shall provide personnel for all 34 other traffic control procedures required by the construction operations and for the labor 35 to install, maintain and remove any traffic control devices shown on Traffic Control 36 Plans. 37 38 1- 10.3(2) Traffic Control Procedures 39 40 1- 10.3(2)A One -Way Traffic Control 41 The project work may require that traffic be maintained on a portion of the roadway 42 during the progress of the work using one -way traffic control, If this is the case, the 43 Contractor's operation shall be confined to one -half the roadway, permitting traffic on 44 the other half. If shown on an approved traffic control plan or directed by the Engineer, 45 one -way traffic control, in accordance with the MUTCD, shall be provided and shall also 46 conform to the following requirements: 47 48 In any one -way traffic control configuration, side roads and approaches will be closed or 49 controlled by a flagger or by appropriate approved signing. A side road flagger will 50 coordinate with end flaggers where there is line of sight and with the pilot car where the 51 end flaggers cannot be seen. 52 1 Queues of vehicles will be allowed to take turns passing through the workzone in the 2 single open lane. When one -way traffic control is in effect, Contractor vehicles shall not 3 use the open traffic lane except while following the same rules and routes required of 4 the public traffic. 5 6 As conditions permit, the Contractor shall, at the end of each day, leave the work area 7 in such condition that it can be traveled without damage to the work, without danger to 8 traffic, and without one -way traffic control. If, in the opinion of the Engineer, one -way 9 traffic control cannot be dispensed with after working hours, then the operation will be 10 continued throughout the non - working hours. 11 12 1 10.3(2)B Rolling Slowdown 13 For work operations on multi -lane roadways that necessitate short -term roadway 14 closures of 15 minutes or less, the Contractor may implement a rolling slowdown. 15 Where included in an approved traffic control plan, a rolling slowdown shall be 16 accomplished using one traffic control vehicle with flashing amber lights for each lane to 17 be slowed down plus one control vehicle to serve as a chase vehicle for traffic ahead of 18 the blockade. The traffic control vehicles shall enter the roadway and form a moving 19 blockade to reduce traffic speeds and create a clear area in front of the moving 20 blockade to accomplish the work without a total stoppage of traffic. 21 22 A portable changeable message sign shall be placed ahead of the starting point of the 23 traffic control to warn traffic of the slowdown. The sign shall be placed far enough 24 ahead of the work to avoid any expected backup of vehicles. 25 26 The location where the traffic control vehicles shall begin the slowdown and the speed 27 at which the moving blockade will be allowed to travel will be calculated to 28 accommodate the estimated time needed for closure. The chase control vehicle shall 29 follow the slowest vehicle ahead of the blockade. When the chase vehicle passes, the 30 Contractor may begin the work operation. In the event that the work operation is not 31 completed when the moving blockade reaches the site, all work except that necessary 32 to clear the roadway shall cease immediately and the roadway shall be cleared and 33 reopened as soon as possible. 34 35 All ramps and entrances to the roadway between the moving blockade and work 36 operation shall be temporarily closed using flaggers. Radio communications between 37 the work operation and the moving blockade shall be established and utilized to adjust 38 the speed of the blockade to accommodate the closure time needed. 39 40 1 10.3(2)C Lane Closure Setup /Takedown 41 Where allowed by the contract and where shown on approved traffic control plans or 42 directed by the Engineer, the Contractor shall set up traffic control measures to close 43 one or more lanes of a multi -lane facility. When this is to occur, the following sequence 44 shall be followed: 45 46 1. Advance warning signs are set up on the shoulder of the roadway opposite the 47 lane to be dosed, 48 49 2. Advance warning signs are set up on the same shoulder as the lane to be 50 closed, 51 1 3. A truck - mounted attenuator, with arrow board, is moved into place at the 2 beginning of the closure taper, 4 4. Channelization devices are placed to mark the taper and the length of the 5 closure as shown on the traffic control plan. 6 7 Once the lane is closed, the TMA/arrow board combination may be replaced 8 with an arrow board without attenuator. 9 10 If additional lanes are to be closed, this shall be done in sequence with previous lane 1 closures using u re Sar I le sequence of activities. A tr ul.k-1 I loci !lied attenuator with ar ro ^vii 12 board is required during the process of closing each additional lane and may be 13 replaced with an arrow board without attenuator after the lane is c lo_ se d. Each closed 14 lane shall be marked with a separate arrow board at all times. 15 16 Traffic control for lane closures shall be removed in the reverse order of its installation. 17 18 1 10.3(2)D Mobile Operations 19 Where construction operations are such that movement along the length of a roadway is 20 continuous or near - continuous to the extent that a stationary traffic control layout will not 21 be effective, the Contractor shall implement a moving, or mobile, traffic control scheme. 22 Such moving control shall always be conducted in the same direction as the adjacent 23 traffic. 24 25 Where shown on an approved traffic control plan or where directed by the Engineer, 26 mobile traffic control shall consist of portable equipment, moving with the operation. A 27 portable changeable message sign shall be established in advance of the operation, far 28 enough back to provide warning of both the operation and of any queue of traffic that 29 has formed during the operation. The advance sign shall be continuously moved to stay 30 near the back of the queue at all times. A truck - mounted attenuator, with arrow board, 31 shall be positioned and maintained at a fixed distance upstream of the work. A shadow 32 vehicle, with truck - mounted attenuator shall be positioned and maintained immediately 33 upstream of the work. 34 35 1 10.3(2)E Patrol & Maintain Traffic Control Measures 36 At all times, when temporary traffic control measures are in place, the Contractor shall 37 provide for patrolling and maintaining these measures. The work shall consist of 38 resetting mislocated devices, assuring visibility of all devices, cleaning and repairing 39 where necessary, providing maintenance for all equipment, including replacing batteries 40 and light bulbs as well as keeping motorized and electronic items functioning, and 41 adjusting the location of devices to respond to actual conditions, such as queue length, 42 unanticipated traffic conflicts and other areas where planned traffic control has proven 43 ineffective. 44 4 5 T hiS work shall be performed or r l red by tr le Contractor, either by or under the direction 1 of the 46 Traffic Control Supervisor. Personnel, with vehicles if necessary, shall be dispatched so 47 that all traffic control can be reviewed at least once per hour during working hours and 48 at least once during each non - working day. 49 50 1 10.3(3) Traffic Control Devices 51 1 1- 10.3(3)A Construction Signs 2 All construction signs required by approved traffic control plans, as well as any other 3 appropriate signs directed by the Engineer shall be furnished by the Contractor. The 4 Contractor shall provide the posts or supports and erect and maintain the signs in a 5 clean, neat, and presentable condition until the need for them has ended. Post 6 mounted signs shall be installed as shown in Standard Plans G -1 and G -4a. Sign 7 attachment to posts shall conform to the applicable detail shown in Standard Plan G -9b. 8 When the need for construction signs has ended, the Contractor, upon approval of the 9 Engineer, shall remove all signs, posts, and supports from the project and they shall 10 remain the property of the Contractor. 11 12 No passing zones on the existing roadway that are marked with paint striping and which 13 striping is to be obliterated by construction operations shall be replaced by "Do Not 14 Pass" and "Pass With Care" signs. The Contractor shall provide and install the posts 15 and signs. The signs shall be maintained by the Contractor until they are removed or 16 until the contract is physically completed. When the project includes striping by the 17 Contractor, the signs and posts shall be removed by the Contractor when the no 18 passing zones are reestablished by striping. The signs and posts will become the 19 property of the Contractor. When the Contractor is not responsible for striping and 20 when the striping by others is not completed when the project is physically completed, 21 the posts and signs shall be left in place and shall become the property of the 22 Contracting Agency. 23 24 All existing signs, new permanent signs installed under this contract, and construction 25 signs installed under this contract that are inappropriate for the traffic configuration at a 26 given time shall be removed or completely covered with metal, plywood, or an Engineer 27 approved product specifically manufactured for sign covering during periods when they 28 are not needed. 29 30 Construction signs will be divided into two classes. Class A construction signs are 31 those signs that remain in service throughout the construction or during a major phase 32 of the work. They are mounted on posts, existing fixed structures, or substantial 33 supports of a semi - permanent nature. Class A signs will be designated as such on the 34 approved Traffic Control Plan. "Do Not Pass" and "Pass With Care" signs are classified 35 as Class A construction signs. Sign and support installation for Class A signs shall be 36 in accordance with the Contract Plans or the Standard Plans. Class B construction 37 signs are those signs that are placed and removed daily, or are used for short durations 38 which may extend for one or more days. They are mounted on portable or temporary 39 mountings. 40 41 Where it is necessary to add weight to signs for stability, the only allowed method will be 42 a bag of sand that will rupture on impact. The bag of sand shall have a maximum 43 weight of 40 pounds, and shall be suspended no more than 1 foot from the ground. 44 45 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the 46 Engineer deems to be unacceptable while their use is required on the project shall be 47 replaced by the Contractor. 48 49 1 10.3(3)B Sequential Arrow Signs 50 Where shown on an approved traffic control plan or where ordered by the Engineer, the 51 Contractor shall provide, operate and maintain sequential arrow signs. In some 1 locations, the sign will be shown as a unit with an attenuator. In other locations, the 2 plan will indicate a stand -alone unit. 3 4 1 10.3(3)C Portable Changeable Message Sign 5 Where shown on an approved traffic control plan or where ordered by the Engineer, the 6 Contractor shall provide, operate and maintain portable changeable message signs. 7 These signs shall be available, on -site, for the entire duration of their projected use. 8 9 1- 10.3(3)D Barricades 10 Where shown on an approved traffic control plan or where ordered by the Engineer, the 11 Contractor shall provide, install and maintain barricades. Barricades shall be kept in • 12 good repair and shall be removed immediately when, in the opinion of the Engineer, 1'3 b ees a m nn Innnnr functioning as. .J....:.- .. -....J v U Ic are 1 IV IVI I CI 1 UI K.UVI 111 II as designed. IGU. 14 15 Where it is necessary to add weight to barricades for stability, the only allowed method 16 will be a bag of sand that will rupture on impact. The bag of sand shall have a 17 maximum weight of 40 pounds, and shall be suspended no more than 1 foot from the 18 ground. 19 20 1 10.3(3)E Traffic Safety Drums 21 Where shown on an approved Traffic Control Plan, or where ordered by the Engineer, 22 the Contractor shall provide, install and maintain traffic safety drums. 23 24 Used drums may be utilized, provided all drums used on the project are of essentially' 25 the same configuration. 26 27 The drums shall be designed to resist overturning by means of a weighted lower unit 28 that will separate from the drum when impacted by a vehicle. 29 30 Drums shall be regularly maintained to ensure that they are clean and that the drum and 31 reflective material are in good condition. If the Engineer determines that a drum has 32 been damaged beyond usefulness, or provides inadequate reflectivity, a replacement 33 drum shall be furnished. 34 35 When the Engineer determines that the drums are no longer required, they shall be 36 removed from the project and shall remain the property of the Contractor. 37 38 1 10.3(3)F Barrier Drums 39 Where shown on approved Traffic Control Plans and as ordered by the Engineer, 40 barrier drums shall be placed on temporary concrete barrier at the following 41 approximate spacing: 42 43 Concrete Barrier Barrier Drum 44 Placement Spacing in Feet 45 Tangents %2 mile or less 2 times posted speed limit 46 Tangents greater than %2 mile 4 times posted speed limit 47 Tapers and Curves posted speed limit 48 49 Note 1 A minimum of 3 barrier drums shall be used. 50 Note 2 A minimum of 5 barrier drums shall be used. 1 2 Temporary concrete barrier reflectors may be excluded when using barrier drums. 3 4 Both legs of the barrier drums shall be completely filled with sand. The top oval should 5 not be filled. 6 7 Used barrier drums may be used, provided all barrier drums used on the project are of 8 essentially the same configuration. 9 10 Barrier drums shall be regularly maintained to ensure that they are clean and that the 11 barrier drum and reflective material are in good condition. If the Engineer determines 12 that a barrier drum has been damaged beyond usefulness, or provides inadequate 13 reflectivity, a replacement barrier drum shall be furnished. 14 15 When the Engineer determines that the drums are no longer required, they shall be 16 removed from the project and shall remain the property of the Contractor. 17 18 1 10.3(3)G Traffic Cones 19 Where shown on an approved traffic control plan or where ordered by the Engineer, the 20 Contractor shall provide, install and maintain traffic cones. Cones shall be kept in good 21 repair and shall be removed immediately when directed by the Engineer. Where wind 22 or moving traffic frequently displace cones, an effective method of stabilizing cones, 23 such as stacking two together at each location, shall be employed. 24 25 1 10.3(3)H Tubular Markers 26 Where shown on an approved traffic control plan or where ordered by the Engineer, the 27 Contractor shall provide, install and maintain tubular markers. Tubular markers shall be 28 kept in good repair and shall be removed immediately when directed by the Engineer. 29 Tubular markers are secondary devices and are not to be used as substitutes for cones 30 or other delineation devices without an approved traffic control plan. 31 32 Where the Traffic Control Plan shows pavement- mounted tubular markers, the adhesive 33 used to fasten the base to the pavement shall be suitable for the purpose, as approved 34 by the Engineer. During the removal of pavement- mounted tubular markers, care shall 35 be taken to avoid damage to the existing pavement. Any such damage shall be 36 repaired by the Contractor at no cost to the Contracting Agency. 37 38 1 10.3(3)1 Warning Lights and Flashers 39 Where shown attached to traffic control devices on an approved traffic control plan or 40 where ordered by the Engineer, the Contractor shall provide and maintain flashing 41 warning lights. Lights attached to advance warning signs shall be Type B, high - 42 intensity. Lights attached to traffic safety drums, barricades or other signs shall be Type 43 C, steady- burning low intensity or, where attention is to be directed to a specific device, 44 Type A, flashing low- intensity units. 45 46 1 10.3(3)J Truck - Mounted Attenuator 47 Where shown on an approved traffic control plan or where ordered by the Engineer, the 48 Contractor shall provide, operate and maintain truck - mounted impact attenuators 49 (TMA). These attenuators shall be available, on -site, for the entire duration of their 50 projected use. 51 ■ 1 The TMA shall be positioned to separate and protect construction workzone activities 2 from normal traffic flow. 3 4 During use, the attenuator shall be in the full down - and - locked position. For stationary ' 5 operations, the truck's parking brake shall be set. 6 7 1 -10.4 Measurement 8 9 1- 10.4(1) Lump Sum Bid for Project (No Unit Items) 10 When the bid proposal contains the item "Project Temporary Traffic Control ", there will 11 be no measurement of unit items for work defined by Section 1 -10 except as described 12 in Section 1- 10.4(3). Also, except as described in Section 1- 10.4(3), all of Sections 1- 1'3 1n.4( and 1-1n.(9) is rialet 14 15 No specific unit of measurement will apply to the lump sum item of "Project Temporary 16 Traffic Control." 17 18 1 10.4(2) Item Bids with Lump Sum for Incidentals 19 When the bid proposal does not contain the item "Project Temporary Traffic Control ", 20 Sections 1- 10.4(1) and 1- 10.5(1) are deleted and the bid proposal will contain some or 21 all of the following items, measured as noted. 22 23 No specific unit of measurement will apply to the lump sum item of "Traffic Control 24 Supervisor." 25 26 "Flaggers and Spotters" will be measured by the hour. Hours will be measured for each 27 flagging or spotting station, shown on an approved Traffic Control Plan, when that 28 station is staffed in accordance with Section 1- 10.3(1)A. When a flagging station is 29 staffed on an intermittent basis, no deduction will be made in measured hours provided 30 that the person staffing the station is in a standby mode and is not performing other 31 duties. 32 33 "Other Traffic Control Labor" will be measured by the hour. With the exception of 34 patrolling and maintaining, hours will be measured for each person engaged in any one 35 of the following activities: 36 37 • Operating a pilot vehicle during one -way piloted traffic control. 38 39 • Operating a traffic control vehicle or a chase vehicle during a rolling slowdown 40 operation. 41 42 • Operating a vehicle or placing /removing traffic control devices during the setup 43 or takedown of a lane closure. Performing preliminary work to prepare for .. 44 placing and removing these devices. 45 46 • Operating any of the moving traffic control equipment, or adjusting signing 47 during a mobile operation as described in Section 1- 10.3(2)D. 48 49 • Patrolling and maintaining traffic control measures as described in Section 1- 50 10.3(2)E. The hours of one person will be measured for each patrol route 51 necessary to accomplish the review frequency required by the provision, 52 regardless of the actual number of persons per route. 1 2 • Placing and removing Class B construction signs. Performing preliminary work 3 to prepare for placing and removing these signs. 4 5 • Relocation of Portable Changeable Message Signs within the project limits. 6 7 • Installing and removing Barricades, Traffic Safety Drums, Barrier Drums, 8 Cones, Tubular Markers and Warning Lights and Flashers to carry out 9 approved Traffic Control Plan(s). Performing preliminary work to prepare for 10 installing these devices. 11 12 Time spent on activities other than those listed will not be measured under this 13 item. 14 15 "Construction Signs, Class A" will be measured by the square foot of panel area for 16 each sign designated on an approved Traffic Control Plan as Class A or for each 17 construction sign installed as ordered by the Engineer and designated as Class A at the 18 time of the order. Class A signs may be used in more than one location and will be 19 measured for each new installation. Class B construction signs will not be measured. 20 Sign posts or supports will not be measured. 21 22 "Sequential Arrow Sign" will be measured by the hour for the time that each sign is 23 operating as shown on an approved Traffic Control Plan or as directed by the Engineer. 24 25 "Portable Changeable Message Sign" will be measured per each one time only for each 26 portable changeable message sign used on the project. The final pay quantity shall be 27 the maximum number of such signs in place at any one time as approved by the 28 Engineer. 29 30 "Operation of Portable Changeable Message Sign" will be measured by the hour for 31 each hour of operation. The hours of operation will be determined by the Engineer. 32 Hours of operation in excess of those determined by the Engineer will be at the 33 Contractor's expense. 34 35 "Truck Mounted Impact Attenuator" will be measured per each one time only for each 36 truck with mounted impact attenuator used on the project. The final pay quantity shall 37 be the maximum number of truck - mounted impact attenuators in place at any one time. 38 39 "Operation of Truck - Mounted Impact Attenuator" will be measured by the hour for each 40 truck - mounted attenuator manned and operated. Manned and operated shall be when 41 the truck - mounted impact attenuator has an operator and is required to move, in 42 operating position, with the construction operation or when moving the TMA from one 43 position to another on the project. 44 45 No specific unit of measurement will apply to the force account item of "Repair Truck - 46 Mounted Impact Attenuator". 47 48 No specific unit of measurement will apply to the lump sum item of "Other Temporary 49 Traffic Control ". 50 1 1- 104(3) Reinstating Unit Items with Lump Sum Traffic Control 2 The contract provisions may establish the project as lump sum, in accordance with 3 Section 1- 10.4(1) and also inciude one or more of the items included above in Section 4 1- 10.4(2). When that occurs, the corresponding measurement provision in Section 1- 5 10.4(2) is not deleted and the work under that item will be measured as specified. 6 7 1 10.4(4) Owner - Provided Resources 8 The contract provisions may call for specific items of labor, materials or equipment, 9 noted in Section 1 -10 as the responsibility of the Contractor, to be supplied by the 10 Contracting Agency. When this occurs, there will be no adjustment in measurement of 11 unit quantities. 12 i.� -iv..i ra 14 15 1 10.5(1) Lump Sum Bid for Project (No Unit Items) 16 "Project Temporary Traffic Control ", lump sum. 17 The lump sum contract payment shall be full compensation for all costs incurred by the 18 Contractor in performing the contract work defined in Section 1 -10, except for costs 19 compensated by bid proposal items inserted through contract provisions as described in 20 Section 1- 10.4(3). 21 22 1 10.5(2) Item Bids with Lump Sum for Incidentals 23 "Traffic Control Supervisor", lump sum. 24 The lump sum contract payment shall be full compensation for all costs incurred by the 25 Contractor in performing the contract work defined in Section 1- 10.2(1)B. 26 27 "Flaggers and Spotters ", per hour. 28 The unit contract price, when applied to the number of units measured for this item in 29 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by 30 the Contractor in performing the contract work defined in Section 1- 10.3(1)A. 31 32 "Other Traffic Control Labor", per hour. 33 The unit contract price, when applied to the number of units measured for this item in 34 accordance with Sect _ ion 11(1 M r o A\ shall ho f III rnmpensation for all lahn rctc inri erred v-r uvvv uu wv rnu vvvaw v. —r���, .> iun ..iv un vv ✓v. wua.v.. .v. u.. .a....... ......... .. ............. 35 by the Contractor in performing the contract work specifically mentioned for this item in 36 Section 1- 10.4(2). 37 38 "Construction Signs Class A ", per square foot. 39 The unit contract price, when applied to the number of units measured for this item in 40 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 41 materials and equipment incurred by the Contractor in performing the contract work 42 described in Section 1- 10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" 43 signs must be left in place, a change order, as described in Section 1 -04.4, will be 44 required. When the bid proposal contains the item "Sign Covering ", then covering those 45 signs indicated in the contract will be measured and paid according to Section 8-21. 46 47 "Sequential Arrow Sign ", per hour. 48 The unit contract price, when applied to the number of units measured for this item in 49 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 50 materials and equipment incurred by the Contractor in performing the contract work 51 described in Section 1- 10.3(3)B. 52 1 "Portable Changeable Message Sign ", per each. 2 The unit contract price, when applied to the number of units measured for this item in 3 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 4 materials and equipment incurred by the Contractor in procuring all portable changeable 5 message signs required for the project and for transporting these signs to and from the 6 project. 7 8 "Operation of Portable Changeable Message Sign ", per hour. 9 The unit contract price, when applied to the number of units measured for this item in 10 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 11 materials and equipment incurred by the Contractor in performing the contract work 12 described in Section 1- 10.3(3)C except for costs compensated separately under the 13 items "Other Traffic Control Labor" and "Portable Changeable Message Sign ". 14 15 "Truck- Mounted Impact Attenuator ", per each. 16 The unit contract price, when applied to the number of units measured for this item in 17 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 18 materials and equipment incurred by the Contractor in performing the contract work 19 described in Section 1- 10.3(3)J except for costs compensated separately under the 20 items "Operation of Truck - Mounted Impact Attenuator" and "Repair Truck - Mounted 21 Impact Attenuator". 22 23 "Operation of Truck - Mounted Impact Attenuator ", per hour. 24 The unit contract price, when applied to the number of units measured for this item in 25 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 26 materials and equipment incurred by the Contractor in operating truck - mounted impact 27 attenuators on the project. 28 29 "Repair Truck - Mounted Impact Attenuator ", by force account. 30 All costs of repairing or replacing truck - mounted impact attenuators that are damaged 31 by the motoring public while in use as shown on an approved Traffic Control Plan will be 32 paid for by force account as specified in Section 1 -09.6. To provide a common proposal 33 for all bidders, the Contracting Agency has estimated the amount of force account for 34 "Repair Truck - Mounted Impact Attenuator" and has entered the amount in the Proposal 35 to become a part of the total bid by the Contractor. Truck - mounted attenuators 36 damaged due to the Contractor's operation or damaged in any manner when not in use 37 shall be repaired or replaced by the Contractor at no expense to the Contracting 38 Agency. 39 40 "Other Temporary Traffic Control ", lump sum. 41 The lump sum contract payment shall be full compensation for all costs incurred by the 42 Contractor in performing the contract work defined in Section 1 -10, and which costs are 43 not compensated by one of the above - listed items. 44 45 1 10.5(3) Reinstating Unit Items with Lump Sum Traffic Control 46 The contract provisions may establish the project as lump sum, in accordance with 47 Section 1- 10.4(1) and also reinstate the measurement of one or more of the items 48 described in Section 1- 10.4(2). When that occurs, the corresponding payment provision 49 in Section 1- 10.5(2) is not deleted and the work under that item will be paid as specified. 1 SECTION 1 -99, APWA SUPPLEMENT 2 August 1, 2005 3 1 -01.3 Definitions (APWA only) page 1 -119 4 The first paragraph under "Add the following:" is revised to read: 5 6 All references in the Standard Specifications to the terms "State ", "Governor", 7 "Department of Transportation ", "Washington State Transportation Commission ", 8 "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State 9 Treasurer" shall be revised to read "Contracting Agency ". An IV 11 Section 1 -04.2 (APWA Only) page 1 -125 1 9 The second paragraph is revised to read: . The t J ��A �J�At A y l U 1 is revised Y IJli t.l lV read: 13 14 Any inconsistency in the parts of the contract shall be resolved by following this order of 15 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 16 17 1. Addenda, 18 2. Proposal Form, 19 3. Special Provisions, 20 4. Contract Plans, 21 5. Amendments to Division 1 -99 APWA Supplement 22 6. Division 1 -99 APWA Supplement 23 7, Amendments to the WSDOT /APWA Standard Specifications, 24 8. WSDO T /APWWA Standard Specifications for Road, Bridge and Municipal 25 Construction 26 9. Contracting Agency's Standard Plans (if any) 27 10. WSDOT /APWA Standard Plans for Road, Bridge and Municipal Construction 28 29 Section 1 07.18.4 (APWA Only) Page 1 - 134 and 1 - 135 30 This section is revised to read: 31 32 When the Contractor delivers the executed contract for the work to the Contracting 33 Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements fnr 34 each policy of insurance meeting the requirements set forth above. The certificate must 35 conform to the following requirements: 36 37 An ACORD certificate Form 25 -S, showing the insuring company, policy effective dates, 38 limits of liability and the Schedule of Forms and Endorsements. 39 40 A copy of the endorsement naming Contracting Agency and any other entities required 41 by the Contract Provisions as Additional Insured(s), and stating that coverage is primary 42 and noncontributory, showing the policy number, and signed by an authorized 43 representative of the insurance company on Form CG2010 (ISO) or equivalent. AA 45 The certificate(s) shall not contain the following or similar wording regarding cancellation 46 notification to the Contracting Agency: "Failure to mail such notice shall impose no 47 obligation or liability of any kind upon the company." 48 49 Section 1 - 10 Temporary Traffic Control (APWA Only) page 141 50 This section is revised to read: 51 1 1- 10.1(2) Description (APWA only) 2 The third paragraph is revised to read: 3 4 The Contractor shall provide flaggers, signs, and other traffic control devices not 5 otherwise specified as being furnished by the Contracting Agency. The Contractor 6 shall erect and maintain all construction signs, warning signs, detour signs, and 7 other traffic control devices necessary to warn and protect the public at all times 8 from injury or damage as a result of the Contractor's operations which may occur 9 on highways, roads, streets, sidewalks, or paths. No work shall be done on or 10 adjacent to any traveled way until all necessary signs and traffic control devices are 11 in place 1 SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 August I, 2005 3 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs 4 The section title is revised to read: 5 6 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 7 8 The first sentence is revised to read: 9 10 in removing pavement, sidewalks, curbs, and gutters, the Contractor shall: 11 12 Item 3 is revised to read: I L ItVI 1 1 V is revised V IJVG tV read: 13 14 3. Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter 15 that is to remain and the portion to be removed. 16 17 2-02.4 Measurement 18 This section is supplemented with the following: 19 2n No specific unit of measurement shall apply to the lump sum item of removal of 21 structures and obstruction. 22 23 2-02.5 Payment 24 The second paragraph is revised to read: 25 26 If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal 27 will be paid for as part of the quantity removed in excavation. 1 SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT 2 January 5, 2004 3 2- 03.3(14)D Compaction and Moisture Control Tests 4 This section is revised to read: 5 6 Maximum density and optimum moisture content shall be determined by one of the 7 following methods: 8 9 1. materials with less than 30 percent by weight retained on the U.S. No. 4 sieve 10 shall be determined using FOP for AASHTO T 99 Method A. 11 12 2. materials with 30 percent or more by weight retained on the U.S. No. 4 sieve 13 and Tess than 30 percent retained on the 3/4 inch sieve shall be determined by 14 WSDOT Test Method No. 606 or FOP for AASHTO T 180 Method D. The 15 determination of which test procedure to use will be made solely by the 16 Contracting Agency. 17 18 3. materials with 30 percent or more retained on the 3/4 inch sieve shall be 19 determined by WSDOT Test Method No. 606. 20 21 In place density will be determined using Test Methods WSDOT FOP for AASHTO T 22 310 and WSDOT SOP for T 615. 1 SECTION 4 -04, BALLAST AND CRUSHED SURFACING 2 January 5, 2004 3 4- 04.3(5) Shaping and Compaction 4 In the first paragraph, the first sentence is revised to read: 5 6 Immediately following spreading and final shaping, each layer of surfacing shall be 7 compacted to at least 95 percent of the standard density determined by the 8 requirements of Section 2- 03.3(14)D before the next succeeding layer of surfacing or 9 pavement is placed. 1 SECTION 5 -04, HOT MIX ASPHALT 2 August 1, 2005 3 5- 04.3(7)A Mix Design 4 The first paragraph "1. General ", is revised to read: 5 6 1. General. Prior to the production of HMA, the Contractor shall determine a design 7 aggregate structure and asphalt binder content in accordance with WSDOT 8 Standard Operating Procedure 732. Once the design aggregate structure and 9 asphalt binder content have been determined, the Contractor shall provide test data 10 demonstrating that the design meets the requirements of Sections 9- 03.8(2) and 9- 11 03.8(6) on WSDOT HMA Mix Design Submittal form 350 -042. In no case shall the 12 paving begin before the determination of anti -strip requirements has been made. 13 14 5- 04.3(8)A Acceptance Sampling and Testing - HMA Mixture 15 In Item 2 (Aggregates) the second sentence is revised to read: 16 17 The acceptance criteria for aggregate properties of sand equivalent, fine aggregate 18 angularity and fracture will be their conformance to the requirements of Section 9- 19 03.8(2). 20 21 In item 3, C. (Test Results), the second and third paragraphs are revised to read: 22 23 Sublot sample test results (gradation and asphalt binder content) may be challenged by 24 the Contractor. For HMA mixture accepted by statistical evaluation with a mix design 25 that did not meet the verification tolerances, the test results in the test section including 26 the percent air voids (Va) may be challenged. To challenge test results, the Contractor 27 shall submit a written challenge within five working days after receipt of the specific test 28 results. A split of the original acceptance sample will be sent for testing to either the 29 Region Materials Lab or the State Materials Lab as determined by the Project Engineer. 30 The split of the sample with challenged results will not be tested with the same 31 equipment or by the same tester that ran the original acceptance test. The challenge 32 sample will be tested for a complete gradation analysis and for asphalt binder content. 33 34 The results of the challenge sample will be compared to the original results of the 35 acceptance sample test and evaluated according to the following criteria: 36 37 Deviation 38 U.S. No. 4 sieve and larger Percent passing ±4.0 39 U.S. No. 8 sieve Percent passing ±2.0 40 U.S. No. 200 sieve Percent passing ±0.4 41 Asphalt binder % Percent binder content ±0.3 42 Va % Percent Va ±0.7 43 44 Item 3, D. (Test Methods) is revised to read: 45 46 D. Test Methods 47 Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be 48 by WSDOT Standard Operating Procedure SOP 731. Testing for compliance of 49 asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for 50 compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 51 1 in item 3,E (Test Section - HMA Mixture) the first sentence in the third paragraph is revised 2 to read: 3 4 For a test section to be acceptable, with or without a verified mix design, the pay factor 5 (PFi) for each of gradation, asphalt binder, VMA, VFA and Va shall be 0.95 or greater, 6 and the remaining test requirements in Section 9- 03.8(2) (dust/asphalt ratio, sand 7 equivalent, fine aggregate angularity and fracture) shall conform to the requirements of 8 that Section. 9 10 5 04.3(13) Surface Smoothness 11 In the first paragraph, the second sentence is revised to read: 12 13 The completed surface of the wearing course shall not vary more than 1/8 inch from the 14 lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. 15 16 5 - 04.4 Measurement 17 The first sentence is revised to read: 18 19 HMA CL. PG , HMA for _ CL. PG , and Commercial HMA will be 20 measured by the ton in accordance with Section 1 -09.2, with no deduction being made 21 for the weight of asphalt binder, blending sand, mineral filler, or any other component of 22 the mixture. 23 24 5 - 04.5 Payment 25 The statement for the pay item " Pavement ent Repair Excavation Incl. Haul" is revised to read: 26 27 The unit contract price per square yard for "Pavement Repair Excavation Incl. Haul" l 28 shall be full payment for all costs incurred to perform the work described in Section 5- 29 04.3(5)E with the exception, however, that all costs involved in the placement of HMA 30 shall be included in the unit contract price per ton for "HMA for Pavement Repair Cl. 31 PG „ per ton. 1 SECTION 5 -05, CEMENT CONCRETE PAVEMENT 2 August 1, 2005 3 5- 05.3(7) Placing, Spreading, and Compacting Concrete 4 The second paragraph is revised to read: 5 6 The average density of the cores shall be at least 97 percent of the approved mix 7 design density with no cores having a density of less than 96 percent. 8 9 5- 05.3(1) Concrete Mix Design for Paving 10 Number 1. Materials, is revised to read: 11 12 1. Materials. Materials shall conform to Section 5 -05.2. Fine aggregate shall conform 13 to Section 9- 03.1(2), Class 1. Coarse aggregate shall conform to Section 9- 03.1(4) 14 AASHTO grading No. 467. An alternate combined gradation may be proposed, 15 which has a maximum aggregate size equal to or greater than a 2 -inch square 16 sieve. The combined aggregate gradation shall conform to Section 9- 03.1(5). 17 18 Fly ash, if used, shall not exceed 35 percent by weight of the total cementitious 19 material, shall conform to Section 9 -23.9 and shall be limited to Class F with a 20 maximum CaO content of 15 percent by weight. 21 22 Ground granulated blast furnace slag, if used, shall not exceed 25 percent by 23 weight of the total cementitious material and shall conform to Section 9- 23.10. 24 When both ground granulated blast furnace slag and fly ash are included in the 25 concrete mix, the total weight of both these materials is limited to 35 percent by 26 weight of the total cementitious material. As an alternative to the use of fly ash, 27 ground granulated blast furnace slag and cement as separate components, a 28 blended hydraulic cement that meets the requirements of Section 9- 01.2(4) 29 Blended Hydraulic Cements may be used. 30 31 The water /cement ratio shall be calculated on the total weight of cementitious 32 material. The following are considered cementitious materials: Portland cement, 33 fly ash, ground granulated blast furnace slag and microsilica. The minimum 34 cementitious material for any mix design shall be 564 pounds per cubic yard. 1 SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 2 August 2, 2004 3 7 -05.5 Payment 4 The sentence following "Catch Basin Type 2 In. Diam. ", per each" is deleted. 5 6 The following is inserted after "Concrete Inlet ", per each ": 7 8 All costs associated with furnishing and installing gravel backfill for bedding manholes, 9 inlets and catch basins shall be included in the unit contract price for the item installed. 10 11 The following is inserted after "Precast Concrete Drywell ", per each. 17 13 "Combination Inlet ", per each. 14 All costs associated with furnishing and installing gravel backfill for bedding manholes, 15 inlets, and catch basins shall be in the unit contract price for the item installed. 1 SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL 2 August 1, 2005 3 8- 01.3(1)B Erosion and Sediment Control (ESC) Lead 4 This section is revised to read: 5 6 The Contractor shall identify the ESC Lead at the preconstruction discussions. The 7 ESC Lead shall have, for the life of the contract, a current Certificate of Training in 8 Construction Site Erosion and Sediment Control from a course approved by WSDOT's 9 Statewide Erosion Control Coordinator. 10 11 The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) 12 plan. Implementation shall include, but is not limited to: 13 14 1. Installing and maintaining all temporary erosion and sediment control Best 15 Management Practices (BMPs) included in the TESC plan to assure continued 16 performance of their intended function. Damaged or inadequate TESC BMPs 17 shall be corrected immediately. 18 19 2. Inspecting all on -site erosion and sediment control BMPs at least once every 20 five working days and each working day there is a runoff event. Inspections 21 shall occur within 24 hours of the runoff event. A TESC Inspection Report 22 shall be prepared for each inspection and shall be included in the TESC file. A 23 copy of each TESC Inspection Report shall be submitted to the Engineer no 24 later than the end of the next working day following the inspection. The report 25 shall include, but not be limited to: 26 27 a. When, where and how BMPs were installed, maintained, modified, 28 and removed; 29 b. Observations of BMP effectiveness and proper placement; 30 c. Recommendations for improving future BMP performance with 31 upgraded or replacement BMPs when inspections reveal TESC plan 32 inadequacies. 33 34 3. Updating and maintaining a TESC file on site that includes, but is not limited to: 35 36 a. TESC Inspection Reports. 37 b. Temporary Erosion and Sediment Control (TESC) plan narrative. 38 c. National Pollutant Discharge Elimination System construction permit 39 (Notice of Intent). 40 d. Other applicable permits. 41 42 Upon request, the file shall be provided to the Engineer for review. 43 44 8 01.3(1)C Ground Water 45 This section including title is revised to read: 46 47 8 01.3(1)C Water Management 48 1. Ground Water 49 When ground water is encountered in an excavation, it shall be treated and 50 discharged as follows: 51 1 A. When the ground water conforms to Water Quality Standards for Surface 2 Waters of the State of Washington (Chapter 173 -201A WAC), it may 3 bypass detention and treatment facilities and be routed directly to its 4 normal discharge point at a rate and method that will not cause erosion. 5 6 B. When the turbidity of the ground water is similar to the turbidity of the site 7 runoff, the ground water may be treated using the same detention and 8 treatment facilities being used to treat the site runoff and then discharged 9 at a rate that will not cause erosion. 10 11 C Wh th turbidity is greater th the turbidity of the site runoff, th g r ou nd 12 water shall be treated separately until the turbidity is similar to or better 13 than the site runoff, and then may be combined and treated as in B, 14 above. 15 2. Process Water 16 All water generated on site from construction or washing activities that is more 17 turbid than site runoff shall be treated separately until the turbidity is the same or 18 less than the site runoff, and then may be combined and treated as in 1 B, above. 19 Water may be infiltrated upon the approval of the Engineer. 20 21 3. Offsite Water 22 The Contractor shall, prior to disruption of the normal watercourse, intercept the 23 offsite stormwater and pipe it either through or around the project site. This water 24 shall not be combined with onsite stormwater and shall be discharged at its pre - 25 construction outfall point in such a manner that there is no increase in erosion 26 below the site. 27 28 The method for performing this work shall be provided by the Contractor for the �• 29 Engineer's approval. 1 SECTION 8 -02, ROADSIDE RESTORATION 2 August 1, 2005 3 8- 02.3(2) Roadside Work Plan 4 This section is revised to read: 5 6 Before starting any work that disturbs the earth and as described in Sections 8 -01, 8 -02 7 and 8 -03, the Contractor shall submit a roadside work plan for approval by the 8 Engineer. The roadside work plan shall define the work necessary to provide all 9 contract requirements, including: clearing and grubbing, roadway excavation and 10 embankment, planting area preparation, seeding, planting, plant replacement, irrigation, 11 and weed control in narrative form. 12 13 The Roadside Work Plan shall also include the following: 14 15 Progress Schedule 16 In accordance with Section 1 -08.3, the Progress Schedule shall include the 17 planned time periods for work necessary to provide all contract requirements 18 covered in Sections 8 -01, 8 -02, and 8 -03. Where appropriate, notes on the 19 schedule shall indicate the calendar dates during which these activities must occur. 20 21 Weed Control Plan 22 The Weed Control Plan shall be submitted and approved prior to starting any work 23 defined in Section 8- 02.3(2). 24 25 The weed control plan shall show the scheduling of all weed control measures 26 required under the Contract including, hand weeding, rototilling, applications of 27 herbicides, noxious weed control, mowing, and shoulder slope weed control. Target 28 weeds and unwanted vegetation to be removed shall be identified and listed in the 29 weed control plan. 30 31 The plan shall be prepared and signed by a licensed Commercial Pest Control 32 Consultant when chemical pesticides are proposed. The plan shall include 33 methods of weed control; dates of weed control operations; and the name, 34 application rate, and Material Safety Data sheets of all proposed herbicides. In 35 addition, the Contractor shall furnish the Engineer with a copy of the current 36 product label for each pesticide and spray adjuvant to be used. These product 37 labels shall be submitted with the weed control plan for approval. 38 39 Plant Establishment Plan 40 The Plant Establishment Plan shall be prepared in accordance with Section 8- 41 02.3(13), submitted and approved prior to initial planting acceptance in accordance 42 with Section 8- 02.3(12). The Plan shall show the proposed scheduling of activities, 43 materials, equipment to be utilized for the first year plant establishment, and an 44 emergency contact person. The Plan shall include the management of the 45 irrigation system, when applicable. Should the plan become unworkable at any time 46 during the first year plant establishment, the Contractor shall submit a revised plan 47 prior to proceeding with further work. 48 49 No on -site soil placement, grading, weed control, irrigation, or planting work shall 50 begin until the plan is approved. Upon approval of the roadside work plan by the 51 Engineer, the Contractor shall proceed in accordance with the approved plan. 1 2 8- 02.3(12) Completion of Initial Planting 3 Item 1. is revised to read: 4 5 1. 100 percent of each of the plant material categories shall be installed as shown in 6 the Contract Plans. A minimum of 95% shall be in a healthy and vigorous growing 7 condition, as described in Section 8 -02, on May 31st. 8 9 8 - 02.5 Payment 10 The 11th paragraph is revised to read: 12 Payment shall be increased to 70 percent of the unit contract price per each for 13 contracted plant material at the completion of the initial planting. 14 15 The 12th paragraph is revised to read: 16 17 Payment shall be increased to the appropriate percentage upon accomplishment of 18 the following phases of plant establishment. 19 20 3 months after completion of initial planting 80% 21 6 months after completion of initial planting 90% 22 Completion of 1st year plant establishment 100% 23 24 The 25th paragraph is revised to read: 25 26 "Fine Compost ", per cubic yard. 27 28 The below bid item is inserted to follow the 25th paragraph: 29 30 "Course Compost ", per cubic yard. 31 32 The 26th paragraph is revised to read: 33 34 The unit contract price per cubic yard for "Fine Compost" or "Course Compost" shall be 35 full pay for furnishing and spreading the compost onto the existing soil. 1 SECTION 8 -04, CURBS, GUTTERS, AND SPILLWAYS 2 December 6, 2004 3 8- 04.3(1)A Extruded Cement Concrete Curb 4 The second and third paragraphs are revised to read: 5 6 The pavement shall be dry and cleaned of loose and deleterious material prior to curb 7 placement. Cement concrete curbs shall be anchored to the existing pavement by 8 placing steel tie bars 1 foot on each side of every joint. 9 10 Tie bars shall meet the dimensions shown in the Standard Plans. 1 SECTION 8 -14, CEMENT CONCRETE SIDEWALKS 2 August 22, 2005 3 8- 14.3(3) Placing and Finishing Concrete 4 The fourth paragraph is revised to read: 5 6 Sidewalk ramps shall be of the type specified in the Plans. The detectable warning 7 pattern shall have the truncated dome shape shown in the Standard Plans and may be 8 installed using a manufactured material before or after the concrete has cured, or by 9 installing masonry or ceramic tiles. Embossing or stamping the wet concrete to achieve 10 the truncated dome pattern or using a meld into which a catalyst hardened material is 11 applied shall not be allowed. Acceptable manufacturers' products are shown on the 1 2 Q larf a,+ od ., + I ,..+ I L \a(UQ111IGU f I VUIK.IJ LIJI. 13 14 When masonry or ceramic tiles are used to create the detectable warning pattern, the 15 Contractor shall block out the detectable warning pattern area to the depth required for 16 installation of the tiles and finish the construction of the concrete ramp. After the 17 concrete has set and the forms have been removed, the Contractor shall install the tiles 18 using standard masonry practices. 19 2n The twn -font wide dete nrning pattern area on the r s h a ll be ye llo w an d h Il r M the ramp shall 1J1, yellow and shall 21 match Federal Standard 595a, color number 33538. When painting the detectable 22 warning pattern is required, paint shall conform to section 9- 34.2(1). 23 24 Section 8 -14.3 is supplemented with the following: 25 26 8 14.3(5) Ramp Detectable Warning Retrofit 27 Where shown in the plans, the Contractor shall retrofit existing cement concrete 28 sidewalk ramps by installing a detectable warning pattern having the truncated dome 29 shape shown in the Standard Plans. The warning pattern shall be the width of the ramp 30 and cover the bottom two feet of the ramp. The truncated dome pattern shall be 31 perpendicular to the long axis of the ramp. 32 t 33 The Contractor s hall o f the detectable products lister the 33 1 1 Ic vvI ul a�.wr shall use one of the 11ClCl.LdU1C warning Ill Ig ptdUCl l l prUUUCaJ listed in the 34 Qualified Products List or submit another manufacturer's product for approval by the 35 Engineer. The warning pattern shall be capable of being bonded to an existing cement 36 concrete surface. The surface of the warning pattern, excluding the domes, shall not be 37 more than 3/8 inch above the surface of the concrete after installation. 38 39 8 - 14.4 Measurement 40 This section is supplemented with the following: 41 42 Ramp detectable warning retrofit will be measured by the square foot of truncated dome 43 material installed on the existing ramp. 44 45 8 - 14.5 Payment 46 The following new bid item is inserted after "Cement Conc. Sidewalk Ramp Type ", per 47 each. 48 49 "Ramp Detectable Warning Retrofit ", per square foot. 1 SECTION 8- 20,ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 2 April 5, 2004 3 8- 20.3(5) Conduit 4 The third sentence in the seventeenth paragraph is revised to read: 5 6 Grout shall obtain a minimum of 4000 psi compressive strength at 7 days. 7 8 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull boxes 9 This section is supplemented with the following: 10 11 Where conduit and junction boxes are placed in barrier, the Prime Contractor shall 12 coordinate the work of the Contractor constructing the barrier and the electrical 13 Contractor so that each junction box placed in the barrier is placed in correct alignment 14 with respect to the barrier, with the face of the box flush or uniformly chamfered within 1/2 15 inch of the barrier surface. If any point on the surface of the junction box placed in 16 barrier is recessed more than 1/2 inch from the surface of the barrier, the Contractor 17 shall install a box extension meeting the Engineer's approval and grout around the 18 extension or remove and replace the entire section of barrier. 19 20 8 20.3(9) Bonding, Grounding 21 The first paragraph is revised to read: 22 23 All metallic appurtenances containing electrical conductors (luminaires, light standards, 24 cabinets, metallic conduit, non - metallic conduit, etc.) shall be made mechanically and 25 electrically secure to form a continuous systems which shall be effectively grounded. 26 Where metallic conduit systems are employed, the conduit system constitutes the 27 equipment grounding conductor. Where nonmetallic conduit is installed, the installation 28 shall include an equipment ground conductor, in addition to the conductors noted in the 29 contract. Bonding jumpers and equipment grounding conductors shall be installed in 30 accordance with Section 9 -29.3. The equipment ground conductor between the 31 isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper 32 conductor. Where parallel circuits are enclosed in a common conduit, the equipment 33 grounding conductor shall be sized by the rating of the largest overcurrent device 34 serving any circuit contained within the conduit. 35 36 8 20.3(11) Testing 37 The fourth paragraph is revised to read: 38 39 When the project includes a traffic signal system, the Contractor shall conduct tests 40 noted in Section 8- 20.3(14)D. The Contractor shall provide the Engineer a minimum of 41 five days advance written notice of the proposed traffic signal turn -on date and time. 42 The traffic signal turn -on procedure shall not begin until all required channelization, 43 pavement markings, illumination, signs, and sign lights are substantially complete and 44 operational unless otherwise allowed by the Engineer. The Contractor shall provide 45 traffic control to stop all traffic from entering the intersection. The Contracting Agency 46 electronics technician will program the controller and enter the timing data, then turn 47 the traffic signal system to its flash mode to verify proper flash indications. The 48 Contracting Agency electronics technician will then conduct functional tests to 49 demonstrate that each part of the traffic signal system functions as specified. The 50 Contractor shall conduct functional tests to demonstrate that each part of the 1 illumination system, or other electrical system, functions as specified. These 2 demonstration shall be conducted in the presence of a Contracting Agency electronic 3 technician, the Contracting Agency electrical inspector, and Regional Traffic is Engineer or 4 his /her designee. The Contracting Agency electronics technician will then turn the 5 traffic signal to stop- and -go operation for no less than one full cycle. Based on the 6 results of the turn -on, the Engineer will direct the Contracting Agency electronics 7 technician to either turn the traffic signal on to normal stop - and -go operation, to turn the 8 signal to flash mode for a period not to exceed five calendar days, or to turn the signal 9 off and require the Contractor to cover all signal displays and correct all deficiencies. 1 SECTION 9 -01, PORTLAND CEMENT 2 December 6, 2004 3 9- 01.2(1) Portland Cement 4 This section is revised to read: 5 6 Portland cement shall conform to the requirements for Types I, II, or III cement of the 7 Standard Specifications for Portland Cement, AASHTO M 85 or ASTM C 150, except 8 that the content of alkalis shall not exceed 0.75 percent by weight calculated as Na 9 plus 0.658 K except that the content of Tricalcium aluminate (C shall not 10 exceed 8 percent by weight calculated as 2.650Al minus 1.692Fe The total 11 amount of processing additions used shall not exceed 1% of the weight of portland 12 cement clinker. The type and amount of processing additions used shall be shown on 13 mill test reports. 14 15 The time of setting shall be determined by the Vicat Test method, AASHTO T 131 or 16 ASTM C 191. 17 18 9 01.2(4) Blended Hydraulic Cement 19 This section is revised to read: 20 21 Blended hydraulic cement shall be either Type IP (MS), Type I (SM) (MS) or Type I 22 (PM) (MS) cement conforming to AASHTO M 240 and meet the following additional 23 requirements: 24 25 1. Type IP(MS) Portland - Pozzolan Cement with moderate sulfate resistance. 26 27 This product shall be limited to Portland Cement and Pozzolan. Pozzolan shall 28 be limited to fly ash or ground granulated blast furnace slag. Fly ash is limited 29 between 15 percent and 35 percent by weight of the cementitious material. 30 Ground granulated blast furnace slag is limited between 15 percent and 25 31 percent by weight of the cementitious material. 32 33 2. Type 1(SM) (MS) Slag Modified Portland Cement with moderate sulfate 34 resistance. 35 36 This product shall be limited to Portland Cement and ground granulated blast 37 furnace slag. The addition of ground granulated blast furnace slag shall be 38 limited to a maximum of 25 percent by weight of the cementitious material. 39 40 3. Type I(PM)(MS) Pozzolan — Modified Portland Cement with moderate sulfate 41 resistance. 42 43 The product shall be limited to Portland Cement and pozzolan. The pozzolan 44 shall be limited to fly ash or ground granulated blast furnace slag at a 45 maximum of 15 percent by weight of the cementitious material. 46 47 The source and weight of the fly ash or ground granulated blast furnace slag shall be 48 certified on the cement mill test certificate and shall be reported as a percent by weight 49 of the total cementitious material. The fly ash or ground granulated blast furnace slag 50 constituent content in the finished cement will not vary morethan plus or minus 5 51 percent by weight of the finished cement from the certified value. 1 2 Fly ash shall meet the requirements of Section 9 -23.9 of these Standard Specifications. n J 4 Ground granulated blast furnace slag shall meet the requirements of Section 9 -23.10 of 5 these Standard Specifications. 1 SECTION 9 -02, BITUMINOUS MATERIALS 2 August 1, 2005 3 9- 02.1(3) Rapid- Curing (RC) Liquid Asphalt 4 The column headings MC -70, MC -250, MC -800, and MC -3000 are revised to RC -70, RC- 5 250, RC -800, and RC -3000 respectively. 6 7 The RC -250 requirement for "Residue of 680 °F distillation % volume by difference" is revised 8 from 67 to 65. 9 10 9 02.1(4)A Performance Grade (PG) Asphalt Cement 11 This section including title is revised to read: 12 13 9 02.1(4)A Performance Graded Asphalt Binder 14 PG58 PG64 PG70 PG76 Performance Grade -22 -28 -34 -22 I -28 -34 -22 -28 -34 -22 -28 Original Binder Flash point temp, AASHTO T48 Minimum 230 °C Viscosity, AASHTO T316 Maximum 3 Pa s, test 135 temp, °C Dynamic shear, AASHTO T315 G"/sins, minimum 58 64 70 76 1.00 kPa Test temp. @ 10 rad /s, °C Rolling Thin Film Oven Residue (AASHTO T240) Mass Change, Maximum, 1 . 00 percent Dynamic shear, AASHTO T315 G"/sins, minimum 58 64 70 76 2.20 kPa Test temp. @ 10 rad /s, 0C Pressure Aging Vessel Residue (AASHTO R28) PAV aging temperature, 1 00 °C Dynamic shear, AASHTO T315 G *sins, maximum 5000 kPa Test temp. @ 22 19 16 25 22 19 28 25 22 31 28 10 rad /s, 0C Creep stiffness, AASHTO T313 S, maximum 300 -12 -18 -24 -12 -18 -24 -12 -18 -24 -12 -18 MPa, m - value, minimum 0.300 Test temp. @ 60 s, 0C 15 16 All Performance Grade asphalt binders not included in this chart shall be determined by 17 Table 1- Performance Graded Asphalt Binder Specification in AASHTO M320. 18 1 9- 02.1(9) Coal Tar Pitch Emulsion 2 The first two sentences are replaced with the following: 3 4 The coal tar pitch emulsions shall conform to the requirements found in ASTM D 5727. 1 SECTION 9 -03, AGGREGATES 2 August 22, 2005 3 9- 03.1(1) General Requirements 4 This section is revised to read: 5 6 Portland cement concrete aggregates shall be manufactured from ledge rock, talus, or 7 sand and gravel in accordance with the provisions of Section 3 -01. 8 9 Aggregates tested in accordance with AASHTO T 303 or ASTM C 1260 with expansion 10 greater than 0.20 percent are Alkali Silica Reactive (ASR) and will require mitigating 11 measures. Aggregates tested in accordance with ASTM C 1293 with expansion greater 12 than 0.04 percent are Alkali Silica Reactive (ASR) and will require mitigating measures. 13 14 Aggregates for use in Commercial Concrete as defined in 6- 02.3(2)B shall not require 15 mitigation. 16 17 Mitigating measures for aggregates with expansions from 0.21 to 0.45 percent, when 18 tested in accordance with AASHTO T 303 or ASTM C 1260, may be accomplished by 19 using low alkali cement as per 9- 01.2(3) or by using 25% Class F fly ash by total weight 20 of the cementitious materials. The Contractor may submit an alternative mitigating 21 measure through the Project Engineer to the State Materials Laboratory for - approval 22 along with evidence in the form of test results from AASHTO T 303 or ASTM C 1260 23 that demonstrate the mitigation when used with the proposed aggregate controls 24 expansion to 0.20 percent or Tess. The agency may test the proposed ASR mitigation 25 measure to verify its effectiveness. In the event of a dispute, the agency's results will 26 prevail. 27 28 Mitigating measures for aggregates with expansions greater than 0.45 percent when 29 tested in accordance with AASHTO T -303 or ASTM C -1260 shall include the use of low 30 alkali cement per 9- 01.2(3) and may include the use of fly ash, lithium compound 31 admixtures, ground granulated blast furnace slag or other material as approved by the 32 Engineer. The Contractor shall submit evidence in the form of test results from ASTM C 33 1260 or AASHTO T 303 through the Project Engineer to the State Materials Laboratory 34 that demonstrate the proposed mitigation when used with the aggregates proposed will 35 control the potential expansion to 0.20 percent or less before the aggregate source may 36 be used in concrete. The agency may test the proposed ASR mitigation measure to 37 verify its effectiveness. In the event of a dispute, the agency's results will prevail. 38 39 Passing petrographic analysis (ASTM C 295) accepted by WSDOT prior to August 1, 40 2005, is acceptable as proof of mitigation until the aggregate source is reevaluated. 41 42 ASTM C 1293 sampling and testing must be coordinated through the WSDOT State 43 Materials Laboratory, Documentation Section utilizing the ASA (Aggregate Source 44 Approval ) process. Cost of sampling, testing, and processing will be borne by the 45 source owner. 46 47 9 03.1(4)C Grading 48 The third paragraph is revised to read: 49 50 In individual tests, a variation of four under the minimum percentages or over the 51 maximum percentages will be permitted, provided the average of three consecutive 1 tests is within the specification limits. Coarse aggregate shall contain no piece of greater 2 size than two times the maximum sieve size for the specified grading measured along 3 the line of greatest dimension. 4 5 9- 03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 6 This section is revised to read: 7 8 As an option to using Coarse and Fine graded aggregates for Portland Cement 9 Concrete, aggregate gradation may consist of a combined gradation. Aggregates shall 10 consist of sand, gravel, crushed stone, or other inert material or combinations thereof, 11 having hard, strong durable particles free from adier ei t coatings. Aggregates shall be 12 washed to remove clay, loam, alkali, organic matter, silt, bark, sticks, or other 13 deleterious matter. 14 15 9 03.1(5)B Grading 16 This section is revised to read: 17 18 If a nominal maximum aggregate size is not specified, the Contractor shall determine 19 the nominal maximum aggregate size, using ACl 211.1 as a guide. In no case will the 20 maximum aggregate size exceed one -fifth of the narrowest dimension between sides of 21 the forms, one -third the depth of slabs, nor three - fourths of the minimum clear spacing 22 between individual reinforcing bars, bundles of bars, or pretensioning strands. 23 24 The combined aggregate shall conform to the following requirements based upon the 25 nominal maximum aggregate size. 26 27 Nominal Maximum 28 Aggregate Size 1 -1/2 1 3/4 1/2 3/8 No. 4 29 30 2 100 31 1 -1/2 :87 =�10o 100 32 1 82:=j1 00* 100 33 3/4 62 -88 87 1Q0 100 34 1/2 57 -83 0409 100 35 3/8 43 -64 60 -88 8641.00 100 36 4 29 -47 34 -54 41 -64 48 -73 684001 37 8 19 -34 22 -39 27 -47 31 -54 39 -73 38 16 12 -25 14-29 17-34 20 -39 24 -54 28 -73 39 30 7 -18 8 -21 9 -25 11 -29 13 -39 16 -54 40 50 3 -14 3 -15 4 -18 5 -21 6 -29 7 -39 41 100 0 -10 0 -11 0 -14 0 -15 0 -21 0 -29 42 200 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 43 44 raUil = Nominal Maximum Size ac 46 All percentages are by weight. 47 48 Nominal maximum size for concrete aggregate is defined as the smallest standard sieve 49 opening through which the entire amount of the aggregate is permitted to pass. 50 Standard sieve sizes shall be those listed in ASTM C 33. 51 1 The Contracting Agency may sample each component aggregate prior to introduction to 2 the weigh batcher or as otherwise determined by the Engineer. Each separate 3 component will be sieve analyzed alone per AASHTO Test Method T- 11/27. All 4 material components will be mathematically re- combined by proportions (Weighted 5 Average), supplied by the Contractor. 6 7 9- 03.8(2) HMA Test Requirements 8 Number 1 is revised to read: 9 10 Vacant. 11 12 Item 3 is revised to read: 13 14 3. The uncompacted void content for the combined fine aggregate is tested in 15 accordance with WSDOT Test Method for AASHTO T 304, Method A. The 16 minimum percent voids shall be as required in the following table: 17 18 Traffic HMA Evaluation 19 ESAL's (millions) Statistical & Nonstiatistical Commercial 20 < 3 40 40 21 >_ 3 44 40 22 23 The last paragraph of this section is revised to read: 24 25 When material is being produced and stockpiled for use on a specific contract or for a 26 future contract, the fine aggregate angularity, fracture, and sand equivalent 27 requirements shall apply at the time of stockpiling. When material is used from a 28 stockpile that has not been tested as provided above, the specifications for fine 29 aggregate angularity, fracture, and sand equivalents shall apply at the time of its 30 introduction to the cold feed of the mixing plant. 31 32 9- 03.8(7) HMA Tolerances and Adjustments 33 The requirement for "VMA" is revised to read: 34 35 VMA 1.5% below minimum value in 9- 03.8(2) 36 37 9- 03.12(4) Gravel Backfill for Drains 38 The percent Passing for Sieve size 3/8" square is revised from "10 - 40" to "0 - 40 ". 39 40 9- 03.12(5) Gravel Backfill for Drywelis 41 The percent passing for sieve size 1" square is revised to "50- 100 ". 42 43 9- 03.14(1) Gravel Borrow 44 This section is supplemented with the following: 45 46 Ballast may be substituted for gravel borrow for embankment construction. 47 48 Section 9 -03.14 is supplemented with the following: 49 50 9- 03.14(4) Gravel Borrow for Geosynthetic Retaining Wall 51 All backfill material used in the reinforced soil zone of the geosynthetic retaining wall 52 shall conform to requirements of Section 9- 03.14(1) and shall be free draining, free from 1 organic or otherwise deleterious material. The material shall be substantially free of 2 shale or other soft, poor durability particles, and shall not contain recycled materials, 3 such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete 4 rubble. The backfill material shall meet the following requirements: 5 6 Property Test Method Allowable Test Value 7 Los Angeles Wear, 8 500 rev. AASHTO T 96 35 percent max. 9 Degradation WSDOT Test Method 113 15 min. 10 pH AASHTO T 289 -91 ** ° 11 12 ** 4.5 to 9 for permanent walls and 3 to 10 for temporary walls 13 14 Wall backfill material satisfying these gradation, durability and chemical requirements 15 shall be classified as nonaggressive. 16 17 9 03.21(2) Recycled Hot Mix Asphalt 18 The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1.2 ". 1 SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 2 August 1, 2005 3 9- 05.1(2) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) - 4 Corrugated Iron or Steel Drain Pipe 5 This section is revised to read: 6 7 Zinc coated (galvanized) or aluminum coated (aluminized Type 2) corrugated iron or 8 steel drain pipe shall meet the requirements of AASHTO M 36. The steel sheet 9 thickness shall be 0.064 inch for 6 -inch diameter and larger drain pipe. Zinc coated 10 steel shall meet the material requirements of AASHTO M 218 (ASTM A929). Aluminum 11 coated steel shall meet the material requirements of AASHTO M -274 (ASTM A929). 12 13 9- 05.2(4) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) - 14 Corrugated Iron or Steel Underdrain Pipe 15 This section is revised to read: 16 17 Zinc coated (galvanized) or aluminum coated (aluminized type 2) corrugated iron or 18 steel underdrain pipe shall meet the fabrication requirements of AASHTO M 36, except 19 that perforations required in Class I, II, and III pipe may be located anywhere on the 20 tangent of the corrugations provided the other perforation spacing requirements remain 21 as specified. Zinc coated steel shall meet the material requirements of AASHTO M 218 22 (ASTM A929). Aluminum coated steel shall meet the material requirements of 23 AASHTO M -274 (ASTM A929). 24 25 The pipe may conform to any one of the Type III pipes specified in AASHTO M 36, and 26 perforations in Class I, II, and III pipe may be drilled or punched. The sheet thickness 27 shall be 0.064 inch for 6 -inch and larger diameter underdrain pipe. 28 29 9 - 05.4 Steel Culvert Pipe and Pipe Arch 30 This section is revised to read: 31 32 Steel culvert pipe and pipe arch shall meet the fabrication requirements of AASHTO M 33 36, Type I and Type II.. Zinc coated steel shall meet the material requirements of 34 AASHTO M 218 (ASTM A929). Aluminum coated steel shall meet the material 35 requirements of AASHTO M -274 (ASTM A929). 36 37 9 05.4(3) Protective Treatment 38 This section is revised to read: 39 40 Steel pipe and pipe arch culverts shall be coated by one of the following protective 41 treatments, when such treatment is specified: 42 43 Treatment 1 Coated uniformly inside and out with asphalt as per 9- 05.4(4) 44 (AASHTO M190 Type A) or with polymer as per 9- 05.4(6). 45 Treatment 2 Coated uniformly inside and out with asphalt and with an asphalt 46 paved invert (AASHTO M 190 Type C) or with polymer as per 9- 47 05.4(6). 48 Treatment 3 This treatment is no longer available. 49 Treatment 4 This treatment is no longer available. 1 Treatment 5 Coated inside and out with asphalt and a 100 percent periphery 2 inside spun asphalt lining (AASHTO M 190 Type D). Treatment 6 This treatment longer 1 J I I CaU 11C1 11 6 1 hIJ LI CdL111Cn1 is I to IVl ll�. el available. 4 5 9- 05.4(4) Asphalt Coatings and Paved Inverts 6 Aluminum thickness in inches is deleted from the chart under item 1. 7 8 The second paragraph under item 2 is revised to read: 9 10 The paved invert for Treatment 2 shall consist of bituminous material applied in such a 11 manner that one or more smooth pavements will be formed in the invert filling the 12 corrugations for at least 40 percent of the circumference. The pavement shall have a 13 minimum thickness of 1/8 inch above the crest of the cnrrunatinns except where the 14 upper edges intercept the corrugation. The pavements shall be applied following the 15 coating with asphalt . Treatment 5 may be substituted for Treatment 2, at the option of 16 the Contractor. 17 18 Section 9 -05 is supplemented with the following new section: 10 20 9 05.4(5) Polymer Protective Coating 21 Polymer coated steel pipe and pipe -arch shall meet the fabrication requirements of 22 AASHTO M 36 (ASTM A760). Polymer protective coatings shall meet the material 23 requirements of AASHTO M 246 (ASTM A742). Polymer coating shall be mill applied to 24 galvanized steel coils before fabrication and shall measure 10 mils thick on each side. 25 26 9 05.5(3) Protective Treatment 27 This section including title is revised to read: 28 29 9 05.5(3) Vacant 30 31 9 05.5(4) Asphalt Coatings 32 This section including title is revised to read: 33 34 9_nc.5(4) Vacant 35 36 9 - 05.9 Steel Spiral Rib Storm Sewer Pipe 37 This section is revised to read: 38 39 Steel spiral rib storm sewer pipe shall meet the fabrication requirements of AASHTO M 40 36 and these Specifications. Zinc coated steel shall meet the material requirements of 41 AASHTO M 218 (ASTM A929). Aluminum coated steel shall meet the material 42 requirements of AASHTO M -274 (ASTM A929). The size, coating, metal, and 43 protective treatment, if any, shall be as shown in the Plans or in the specifications. 44 45 The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a 46 Manufacturer's Certificate of Compliance stating that the materials furnished comply in 47 all respects with these Specifications. The Engineer may require additional information 48 or tests to be performed by the Contractor at no expense to the Contracting Agency. 49 50 Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends 51 cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. 52 Spiral rib pipe shall be fabricated by using a continuous helical lock seam. 1 2 Spiral rib storm sewer pipe shall have helical ribs that project outwardly, be formed from 3 a single thickness of material, and conform to one of the following configurations: 4 5 1. 3/4 inch wide by 3/4 inch deep ribs at 7 -1/2 inches on center. 6 2. 3/4 inch wide by 1 inch deep ribs at 11 -1/2 inches on center. 7 3. 3/4 inch wide by 5/8 inch deep ribs at 12 inches on center. 8 9 Pipe shall be fabricated with ends that can be effectively jointed with coupling 10 bands.When it is required, spiral rib pipe shall be furnished with bituminous or polymer 11 protective treatment 1 or 2 treated or paved. The bituminous treatment for spiral rib pipe 12 shall conform to the requirements of Sections 9- 05.4(3) and 9- 05.4(4). Polymer coating 13 shall conform to Section 9- 05.4(5). 14 15 9 05.9(2) Continuous Welded Seam Pipe 16 This section including title is revised to read: 17 18 9 05.9(2) Vacant 19 20 9 - 05.10 Steel Storm Sewer Pipe 21 This section is revised to read: 22 23 Steel storm sewer pipe shall conform to the requirements of Section 9 -05.4 for steel 24 culvert pipe, except that protective coating shall be Treatment 1 or 5, and be 25 constructed of helically corrugated lock seam pipe. When gasketed helically corrugated 26 lock seam steel pipe is called for, and the pipe is properly sized to meet hydraulic 27 requirements, Treatment 5 is not required. 28 29 9 - 05.11 Aluminum Storm Sewer Pipe 30 This section is revised to read: 31 32 Aluminum storm sewer pipe shall conform to the requirements of Section 9 -05.5 for 33 aluminum culvert pipe, and the pipe shall be constructed of helically corrugated lock 34 seam aluminum pipe. 35 36 9 - 05.16 Grate Inlets and Drop Inlets 37 The first and second paragraphs are revised to read: 38 39 Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except 40 structural tube shall conform to ASTM A 500, Grade B, and structural shapes may 41 conform to ASTM A 992. After fabrication, the steel shall be galvanized in accordance 42 with AASHTO M 111, or galvanized with a hot - sprayed (plasma flame applied) 6 mil 43 minimum thickness plasma coating. 44 45 Steel grating shall be fabricated by weld connections. Welds, welding procedures, and 46 welding materials shall conform with the AWS D1.1/D1.1M, latest edition, Structural 47 Welding Code. 48 49 9 - 05.17 Aluminum Spiral Rib Storm Sewer Pipe 50 This section is revised to read: 51 1 Aluminum spiral storm sewer pipe shall meet the fabrication requirements of AASHTO 2 M 196 and these Specifications. Aluminum alloy shall meet the material requirements 3 of AA M 97 `ASST, B744). The size and corrugation shall be as shown in the 4 Plans or in the Specifications. The size, metal, and protective treatment shall be as 5 shown in the Plans or in the Specifications. 6 7 The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a 8 Manufacturer's Certificate of Compliance stating that the materials furnished comply in 9 all respects with these Specifications. The Engineer may require additional information 10 or tests to be performed by the Contractor at no expense to the Contracting Agency. 11 12 Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends 13 cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. 14 Spiral rib pipe shall be fabricated by using a continuous helical lock seam. 15 16 Spiral rib storm sewer pipe shall have helical ribs that project outwardly, be formed from 17 a single thickness of material, and conform to one of the following configurations: 18 19 1. 3/4 inch wide by 3 /4 inch deep ribs at 7 -1/2 inches on center, 20 2. 3/4 inch wide by 1 inch deep ribs at 11 -1/2 inches on center. 21 3. 3/4 inch wide by 5/8 inch deep ris at 12 inches on center. 22 23 Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. 24 25 9 - 0519 Corrugated Polyethylene Culvert Pipe 26 The first paragraph is revised to read: 27 28 Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294 29 Type S or D for pipe 12 -inch to 60 -inch diameter. 1 SECTION 9 -15, IRRIGATION SYSTEM 2 January 5, 2004 3 9 -15.2 Drip Tubing 4 The second sentence is revised to read: 5 6 Drip tubing shall have a minimum wall thickness of 0.045 inch. 1 SECTION 9 -23, CONCRETE CURiNG MATERIALS AND ADMIXTURES 2 April 4, 2005 3 This section is supplemented with the following new sub - sections: 4 5 9 -23.10 Ground Granulated Blast Furnace Slag 6 Ground granulated blast furnace slag shall meet the requirements of AASHTO M 302, 7 Grade 100 or Grade 120. The grade of the ground granulated blast furnace slag, the 8 source, and type of manufacturing facility shall be certified on the cement mill test 9 certificate. 10 11 9 - 23.11 Microsilica Fume i s Microsilica Fume shall conform to the requirements of AASHTO ivi 307. The optional 13 physical requirement for Reactivity with Cement Alkalies set forth in Table 3 will be 14 required when Microsilica Fume is being used as an ASR mitigation measure. 1 SECTION 9 -28, SIGNING MATERIALS AND FABRICATION 2 December 6, 2004 3 9 -28.1 General 4 The third sentence in the first paragraph is deleted. 5 6 9 - 28.6 Destination Sign Messages 7 The second paragraph is deleted. 8 9 9 - 28.8 Sheet Aluminum Signs 10 The sheet thickness chart is revised to read: 11 12 Maximum Horizontal Dimension Sheet Aluminum Thickness 13 Overlay panels 0.050 inch 14 Up to 20 inches 0.063 inch 15 20 inches to 36 inches, inclusive 0.080 inch 16 Over 36 inches (Permanent Signs) 0.125 inch 17 18 The fourth paragraph is revised to read: 19 20 Before placing aluminum in contact with untreated steel, the steel surfaces shall be 21 protected by proper cleaning and painting with one coat of Zinc Primer A -9 -73 or A -11- 22 99 and two coats of aluminum paint D -1 -57. 23 24 9 - 28.10 Plywood Signs 25 This section is deleted. 26 27 9 - 28.11 Hardware 28 The entry for hardware item "Angle and "Z" Bar" in the table in this section is revised to read: 29 30 Angle and "Z" Bar ASTM B 221 6061 -T6 Aluminum 31 ASTM A 36 or ASTM A 992 Steel 32 33 9 28.14(2) Steel Structures and Posts 34 This section is revised to read: 35 36 Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for 37 sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 38 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall 39 thickness shall be as shown in the Plans or Standard Plans. All other structural steel for 40 sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 41 or ASTM A 992. Truss member connection hardware shall conform to Section 9- 42 06.5(3). 43 44 Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B 45 Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural 46 steel for bridge mounted sign brackets shall conform to either ASTM A 36 or ASTM A 47 992. U bolts, and associated nuts and washers, shall be stainless steel conforming to 48 Section 9- 28.11, and shall be fabricated hot. 49 1 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 2 ASTM F 1554 Grade 105, including Supplemental Requirements S2, S3, and S5. Nuts and washers for sign In bridge and cantilever sign n structure foundations ns si tali conform to 4 AASHTO M 291 Grade DH and AASHTO M 293, respectively. 5 6 Steel sign structures and posts shall be galvanized after fabrication in accordance with 7 AASHTO M 111, unless noted otherwise in the Plans. All bolts, nuts, and washers shall 8 be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise 9 specified in the Plans or Special Provisions, metal surfaces shall not be painted. 10 11 Except as otherwise noted, steel used for sign structures and posts shall have a 12 controlled silicon content of either 0.00 to 0.04 percent or 0.15 to 0.25 percent. If the 13 Plans or Special Provisions specify painting of the galvanized steel surfaces, then the 14 controlled silicon content requirement does not apply for those steel members. Mill test 15 certificates verifying the silicon content of the steel shall be submitted to both the 16 galvanizer and the Engineer prior to beginning galvanizing operations. 17 18 Minor fabricating and modifications necessary for galvanizing will be allowed if not 19 detrimental to the end product as determined by the Engineer. If such modifications are 20 contemplated, the Contractor shall submit to the Engineer, for approval, six copies of 21 the proposed modifications, prior to fabrication. • l 1 SECTION 9 -29, ILLUMINATION, SIGNALS, ELECTRICAL 2 April 4, 2005 3 9 -29.3 Conductors, Cable 4 Under the second paragraph, item 5 is revised to read: 5 6 5. Pole and bracket cable shall be a two- conductor cable rated for 600 volts. The 7 individual conductors shall be one red and one black 19- strand No. 10 AWG 8 copper, assembled parallel. The conductor insulation shall be 45 -mil polyvinyl 9 chloride or a 600 volt rated cross - linked polyethylene. The Jacketing shall be 10 polyethylene or polyvinyl chloride not Tess than 45 -mils thick. If luminaires with 11 remote ballasts are specified in the contract, this same cable shall be used 12 between luminaire and ballast for both timber and ornamental pole construction. If 13 the luminaire requires fixture wire temperatures greater than 75 °C, the outer jacket 14 shall be stripped for that portion of the cable inside the luminaire. The single 15 conductors shall then be sheathed with braided fiberglass sleeving of the 16 temperature rating recommended by the luminaire manufacturer. 17 18 9 - 29.6 Light and Signal Standards 19 The first paragraph is supplemented with the following: 20 21 Fabrication of light and signal standards shall conform to the applicable requirements of 22 Section 6- 03.3(14). 23 24 9 29.6(1) Light and Signal Standards 25 This section including title is revised to read: 26 27 9 29.6(1) Steel Light and Signal Standards 28 Steel plates and shapes for Tight and signal standards shall conform to ASTM A 36, 29 except that structural shapes may conform to ASTM A 992. Shafts for light and signal 30 standards, except Type PPB signal standards, shall conform to ASTM A 572 Grade 50. 31 Shafts and caps for Type PPB signal standards, slipfitters for type PS I, FB, and RM 32 signal standards, and all pipes shall conform to ASTM A 53 Grade B. Base plates for 33 Tight standards shall conform to ASTM A 572, Grade 50, except as otherwise noted in 34 the Standard plans for fixed base light standards. Base plates for signal standards shall 35 conform to ASTM A 36. Connecting bolts shall conform to AASHTO M 164. Fasteners 36 for handhole covers, bands on lighting brackets, and connector attachment brackets 37 shall conform to ASTM F 593. 38 39 Light and signal standards shall be hot - dipped galvanized in accordance with AASHTO 40 M 111 and AASHTO M 232. 41 42 Steel used for light and signal standards shall have a controlled silicon content of either 43 0.00 to 0.04 percent or 0.15 to 0.25 percent. Mill test certificates verifying the silicon 44 content of the steel shall be submitted to both the galvanizer and the Engineer prior to 45 beginning galvanizing operations. 46 47 9- 29.6(2) Slip Base Hardware 48 This section is revised to read: 49 50 Slip plates and anchor plates for light standards and for Type FB and RM signal 51 standards shall conform to the requirements of ASTM A 572 Grade 50. The keeper 1 plate shall be 28 gage, conforming to ASTivI A 653 coating designation G 90. Clamping 2 bolts for slip base assemblies and slip base adapters shall conform to AASHTO M 164. 3 Studs and bolts for slip base adapters shall 1.V11101111 to I /\ [ 1TO IVI 164. ['sluts shall 4 conform to AASHTO M 291 Grade DH. Hardened washers shall conform to AASHTO 5 M 293. Plate washers shall conform to ASTM A 36. 6 7 Galvanized bolts shall meet standard specification 9- 06.5(4). 8 9 9 - 29.10 Luminaires 10 Under the first paragraph, the third sentence in item D is revised to read: I ! 12 All internal luminaire assemblies shall be assembled on or fabricated from either 13 stainless steel or galvanized steel. 14 15 9 - 29.13 Traffic Signal Controllers 16 This section is supplemented with the following: 17 18 All Traffic Signal Control Equipment Shall be Tested As Follows. 19 20 The supplier shall: 21 22 1. Seven days prior to shipping, arrange appointment for controller cabinet 23 assembly, and testing at the WSDOT Materials Laboratory or the facility 24 designated in the Special Provisions. 26 2. Assembly shall be defined as but not limited to tightening all screws, nuts 27 and bolts, verifying that all wiring is clear of moving parts and properly 28 secured, installing all pluggables, connecting all cables, Verify that all 29 contract required documents are present, proper documentation is 30 provided, and all equipment required by the contract is installed. 31 32 3. The assembly shall be done at the designated WSDOT facility in the 33 presence of WSDOT personnel. 34 35 4. The supplier shall demonstrate that all of the functions required by this 36 specification and the contract Plans and Special Provisions perform as 37 intended. Demonstration shall include but not be limited to energizing the 38 cabinet and verifying that all 8 phases, 4 pedestrian movements, 4 39 overlaps (as required by the Contract Provisions) operate per Washington 40 State Standard Specifications Section 9- 29.13. The supplier shall place 41 the controller in minimum recall with interval timing set at convenient value 42 for testing purposes. Upon a satisfactory demonstration the controller 43 assembly will then be accepted by WSDOT for testing. 44 45 5. If the assembly, and acceptance for testing is not complete within 5 46 working days of delivery, the Project Engineer may authorize the return of 47 the assembly to the supplier, with collect freight charges to the supplier. 48 49 6. The Contractor will be notified when the testing is complete, and where 50 the assembly is to be picked -up for delivery to the project. 51 1 7. The supplier has 5 working days to repair or replace any components that 2 fail during the testing process at no cost to the Contracting Agency. A 3 failure shall be defined as a component that no longer functions as 4 intended under the conditions required or does not meet the requirements 5 of the Contract Specifications and is at the soul discretion of WSDOT. 6 7 8. Any part or component of the controller assembly, including the cabinet 8 that is rejected shall not be submitted for use by WSDOT or any City or 9 County in the State of Washington. 10 11 9 29.13(6) Radio Interference Suppressers 12 In the first paragraph, the second sentence is revised to read: 13 14 Interference suppressers shall be of a design which will minimize interference in both 15 broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 16 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in 17 connection with normal installations 18 19 9 29.13(7) Traffic - Actuated Controllers 20 In the first paragraph, item 3 is revised to read: 21 22 3. A minimum of four overlaps. 23 24 9 29.13(7)B Auxiliary Equipment for NEMA Controllers 25 Under the first paragraph, item 2 is supplemented with the following: 26 27 The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, 28 four pedestrian phases, four emergency pre - empts, four overlaps (OL A, B, C, D). 29 30 Under the first paragraph, item 7 is revised to read: 31 32 7. A "Display Panel" when noted in the contract. The display panel shall depict a 33 generic eight -phase operation. The panel shall be mounted on the inside of the 34 front cabinet door and the mounting shall be of a design that allows positioning of 35 the panel in four orientations 90 degrees from each other. The mounting shall be 36 removable without use of any tools. Incandescent red, yellow, green, walk and 37 don't walk indicator lights shall be provided for each phase. The indicator lights 38 shall be connected to the associated field terminals. The connecting cable shall be 39 long enough to allow for any mounting orientation. No diodes will be allowed in the 40 display panel. A means of disconnecting all wiring entering the panel shall be 41 provided. Switches shall be provided on the panel with labels and functions as 42 follows: 43 44 a. Display On — Signal indicator lamps will display the operation of the 45 intersection. 46 47 b. Test — All indicator lamps shall be energized. 48 49 c. Display Off — all signal indicator lamps shall be de- energized. 50 51 A "Detector Panel ", as specified in Standard Specification Section 9- 29.12(7)D, 52 shall be installed. The panel shall be mounted on the inside of the front cabinet 1 door. The detector panel shall be constructed as a single unit. Detector switches 2 with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LCD) shall be provided 4 for each switch. The Tamp shall energize upon vehicle, pedestrian or test switch 5 actuation. The test switch shall provide a spring loaded momentary contact that will 6 place a call into the controller. When in the OFF position, respective detector 7 circuits will be disconnected. In the operate position, each respective detector 8 circuit shall operate normally. Switches shall be provided on the panel with labels 9 and functions as follows: 10 11 a. pla On Detector indicator lights shall + consistent with their s e a. Display �. s — Det«vdv� ii suie,advi �ie�i Ida j f 1 Ian operate conSiSdc1 n will s their 12 respective switches. 13 14 b. Display Off — detector indicator lights shall be de- energized. 15 16 A means of disconnecting all wiring entering the panel shall be provided. The 17 disconnect shall include a means to jumper detection calls when the display panel 18 is disconnected. All switches on the panel shall be marked with its associated plan 19 detector number. All markers shall be permanent. 20 21 9 29.13(7)D NEMA Controller Cabinets 22 This section is revised to read: 23 24 Each traffic - actuated NEMA controller shall be housed in a weatherproof cabinet 25 conforming to the following requirements: 26 27 1. Construction shall be of 0.073 -inch minimum thickness series 300 stainless 28 steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The 29 stainless steel shall be annealed or one - quarter- hardness complying with 30 ASTM A666 stainless steel sheet. Cabinets may be finished inside with an 31 approved finish coat of exterior white enamel. If no other coating is specified 32 in the Contract Provisions the exterior of all cabinets shall be bare metal. All 33 controller cabinets shall be furnished with front and rear doors. 34 35 2. The cabinet shall contain shelving, brackets, racks, etc., to support the 36 controller and auxiliary equipment. All equipment shall set squarely on shelves 37 or be mounted in racks and shall be removable without turning, tilting, or 38 rotating or relocating one device to remove another. A 24 slot rack or racks 39 shall be installed. The rack(s) shall be wired for 2 channel loop detectors and 40 as follows. Slots 1 & 2 phase 1 loop detectors. Slots 3, 4, & 5 phase 2 loop 41 detectors. Slots 6 & 7 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop 42 detectors. Slots 11 & 12 phase 5 loop deterctors. Slots 13, 14, & 15 phase 6 43 loop detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 phase 44 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 lower phase 5 45 detector. Slot 22 wired for a 2 channel discriminator channels A, C. Slot 23 46 wired for a 2 channel discriminator, channels B, D. Slot 24 wired for a 4 47 channel discriminator, wired for channel A, B, C, D. All loop detector slots 48 shall be wired for presence/ pulse detection/ extension. If an external power 49 supply is required in order for the entire racks(s) to be powered it shall be 50 installed. All rack(s) slots shall be labeled with engraved identification strips. 51 1 3. Additional detection utilizing the "D" connector shall be installed in accordance 2 with the contract. The cabinet shall be of adequate size to properly house the 3 controller and all required appurtenances and auxiliary equipment in an upright 4 position with a clearance of at least 3 inches from the vent fan and filter to 5 allow for proper air flow. In no case shall more than 70 percent of the cabinet 6 volume be used. There shall be at least a 2 -inch clearance between shelf 7 mounted equipment and the cabinet wall or equipment mounted on the cabinet 8 wall. 9 10 4. The cabinet shall have an air intake vent on the lower half of the front door, 11 with a 12 inch by 16 inch by 1 inch removable throw away filter, secured in 12 place with a spring - loaded framework. 13 14 5. The cabinet door(s) shall be provided with: 15 16 a. Spring loaded construction core locks capable of accepting a Best 17 type CX series six segment (core installed by others) shall be 18 installed in each door with the exception of the police panel door. 19 Cabinet doors shall each have a three point latch system. 20 21 b. A police panel assembly shall be installed in the front door and shall 22 have a stainless steel hinge pin and a police panel lock. Two police 23 keys with shafts a minimum of 1 3/4 inches long shall be provided 24 with each cabinet. 25 26 c. All doors and police panel door shall have one piece closed cell, 27 neoprene gaskets. 28 29 d. A two position doorstop assembly. Front and rear interior light control 30 switches. 31 32 9 29.13(7)E Type 170E, 170E HC - 11, 2070, 2070 Lite, ATC Controller Cabinets 33 This section is revised to read: 34 35 The above controllers shall be housed in a Models 332, Double 332, 336, 336S, 303 36 ITS /ATC cabinets, or as specified in the contract. Each door shall be furnished with a 37 construction core lock conforming to Standard Specifications 9 -29.13 (7)D 5a, b and c 38 above. A police panel with door, stainless steel hinge pin and lock shall be provided. 39 Two police keys with shafts a minimum of 1 3/4" long shall be provided with each 40 cabinet. Each of these cabinets shall be furnished with auxiliary equipment described in 41 Standard Specification 9- 29.13(7)C. Type 334 cabinets for traffic data station controller 42 furnished shall meet current Ca!trans 170E specifications, as stated in Standard 43 Specification 9- 29.13(7) and as follows. Camera control and DMS local control cabinets 44 shall contain the equipment shown in the Plans. The cabinet shall have the same 45 external physical dimensions and appearance of Model 334 cabinets. 46 47 1. The cabinet shall be fabricated of stainless steel or sheet aluminum in 48 accordance with Section 9- 29.13(7)D, Item number 1. Painted steel, painted or 49 anodized aluminum is not allowed. 50 51 2. Cabinet doors shall have a three -point latch and two- position stop assembly 52 with spring loaded construction core lock capable of accepting a Best lock `i company type, with 6 -pin CX series core. The Contractor shall supply 2 construction cores. Upon contract completion, the Contractor shall deliver two master Ias e keys to the Engineer. Teel . 4 5 3. Field wire terminals shall be labeled in accordance with the Field Wiring Chart. 6 7 4. A shatterproof fluorescent interior cabinet lights with self- starting ballast shall 8 be furnished, one fixture mounted on the rear rack near the top and the second 9 mounted at the top of the front rack. Door switches shall automatically turn on 10 both lights when either door is opened. 11 ! ! 12 5. One controller unit shelf, which attaches to the front rails of the EIA rack, shall 13 be provided in lieu of the two controller unit support angles. The shelf shall be 14 fabricated from aluminum and shall be installed such that it does not interfere 15 with access to any terminal block. The shelf shall contain a rollout flip -top 16 drawer for storage of wiring diagrams and manuals. 17 18 A disposable paper filter element of at least 180 square inches shall be provided in lieu 19 of a metal filter. 20 21 All traffic data and ramp meter cabinets shall include the following accessories: 22 23 1. Each cabinet shall be equipped with a fully operable controller equipped as 24 specified in the Contract Provisions. 25 26 2. Two input files, except on Type 303 and 336 cabinet shall be supplied, each 27 using 133 millimeters of rack height. 28 29 3. Power Distribution Assembly shall be PDA #3 as detailed in the January 1989 30 Caltrans 170 specification, with all current amendments. 31 32 The PDA #3 shall contain three Model 200 Load Switches. 33 34 A transient voltage protection device shall be provided, which plugs into the 35 controller unit receptacle and in turn accepts the controller plug and meets the 36 electrical requirements of Section 9- 29.13(7)B(3) item e. 37 38 A second transfer relay, Model 430, shall be mounted on the rear of the PDA 39 #3 and wired as shown in the Plans. 40 41 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be 42 labeled POLICE CONTROL, ON -OFF. 43 44 5. Display Panel 4s 46 A. General 47 Each cabinet shall be furnished with a display panel. The panel shall be 48 mounted, showing and providing detection for inputs and specified 49 controller outputs, at the top of the front rack above the controller unit. 50 The display panel shall be fabricated from brushed aluminum and 51 constructed according to the detail in the Plans. 52 1 B. Text 2 All text on the display panel shall be black in color and silk screened 3 directly to the panel except the Phenolic detector and cabinet nameplates. 4 A nameplate for each loop shall be engraved with a 1/4 inch nominal text 5 according to the ITS Field Wiring Charts. The nameplates shall be 6 permanently affixed to the display panel. 7 8 C. LEDs 9 The LEDs for the display panel shall meet the following specifications: 10 11 Case size T 1 -3/4 12 Viewing angle 50° minimum 13 Brightness 8 Milli candelas 14 15 LEDs with RED, YELLOW or GREEN as part of their labels shall be red, 16 yellow or green in color. All other LEDs shall be red. All LEDs shall have 17 tinted diffused lenses. 18 19 D. Detector Display Control Switch 20 Each display panel shall be equipped with one detector display control 21 switch on the panel with labels and functions as follows: 22 23 ON 24 Detector display LEDs shall operate consistent with their separate 25 switches. 26 27 OFF 28 All detector indicator LEDs shall be de- energized. Detector calls shall 29 continue to reach the controller. 30 31 TEST 32 All detector indicator LEDs shall illuminate and no calls shall be 33 placed to the controller. 34 35 E. Advance Warning Sign Control Switch 36 Each display panel shall be equipped with one advance warning sign 37 control switch on the panel with labels and functions as follows: 38 39 AUTOMATIC 40 Sign Relay shall energize upon ground true call from controller. 41 42 SIGN OFF 43 Sign Relay shall de- energize. 44 45 SIGN ON 46 Sign Relay shall energize. 47 48 F. Sign Relay 49 The sign relay shall be plugged into a socket installed on the rear of the 50 display panel. The relay shall be wired as shown in the Plans. The relay 51 coil shall draw (or sink) 50 milliamperes ± 10% from the 170E controller 52 and have a DPDT contact rating not less than 10 amperes. A 1N4004 1 diode shall be placed across the relay coil to suppress voltage spikes. 2 The anode terminal shall be connected to terminal #7 of the relay as labeled 111 the Plans. The relay shall energize when the METERING 4 indicator LED is lit. 5 6 G. Detector Input Indicators 7 One display LED and one spring - loaded two- position SPST toggle switch 8 shall be provided for each of the 40 detection inputs. These LEDs and 9 switches shall function as follows: 10 11 TEST 12 When the switch is in the test position, a call shall be placed to the 13 controller and energize the associated LED. The switch shall 14 automatically return to the run position when it is released. 15 16 RUN 17 In the run position the LEDs shall illuminate for the duration of each 18 call to the controller. 19 20 H. Controller Output Indicators 21 The display panel shall contain a series of output indicator LEDs mounted 22 below the detection indicators. The layout shall be according to the detail 23 in the Plans. These LEDs shall illuminate upon a ground true output from 24 the controller via the C5 connector. 25 26 The output indicator LEDs shall have resistors in series to drop the voltage 27 from 24 volts DC to their rated voltage and limit current below their rated 28 current. The anode connection of each LED to +24 VDC shall be wired 29 through the resistor. 30 31 I. Connectors 32 Connection to the display panel shall be made by three connectors, one 33 pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 34 and P2 connectors shall be 50 -pin cannon D series, or equivalent 50 pin 35 connectors and shall be compatible such that the two connectors can be 36 connected directly to one another to bypass the input detection. Wiring for 37 the P1, P2 and C5 connectors shall be as shown in the Plans. 38 39 The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and 40 C6 according to the pin assignments shown in the Plans. 41 42 6. Model 204 Flasher Unit 43 Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign 44 flasher unit mounted on the right rear side panel. The flasher shall be powered 45 from T1 -2. The outputs from the flasher shall be wired to T1 -5 and T1 -6. 46 47 7. Fiber Optic Patch Panel 48 The Contractor shall provide and install a rack - mounted fiber optic patch panel 49 as identified in the Plans. 50 1 Cabinet Wiring 2 1. Terminal blocks TB1 through TB9 shall be installed on the Input Panel. 3 Layout and position assignment of the terminal blocks shall be as noted in 4 the Plans. 5 6 Terminals for field wiring in traffic data and /or ramp metering controller 7 cabinet shall be labeled, numbered and connected in accordance with the 8 following: 9 10 Terminal Terminal and Connection 11 Block Pos. Wire Numbers Identification 12 TBS 501 -502 AC Power, Neutral 13 T1 -2 641 Sign on 14 T1 -4 643 Sign off 15 T1 -5 644 Flasher Output NC 16 T1 -6 645 Flasher Output NO 17 T4 -1 631 Lane 3 - Red 18 T4 -2 632 Lane 3 - Yellow 19 T4 -3 633 Lane 3 - Green 20 T4 -4 621 Lane 2 - Red 21 T4 -5 622 Lane 2 - Yellow 22 T4 -6 623 Lane 2 - Green 23 T4 -7 611 Lane 1 - Red 24 T4 -8 612 Lane 1 - Yellow 25 T4 -9 613 Lane 1 - Green 26 27 Loop lead -in cables shall be labeled and connected to cabinet terminals 28 according to the ITS Field Wiring Chart. This chart will be provided by the 29 Engineer within 20 days of the Contractor's request. 30 31 9- 29.16(2)A Optical Units 32 Under the first paragraph, number 4 (warranty) is deleted. 33 34 9 -29.19 Pedestrian Push Buttons 35 The third paragraph is deleted 36 37 9 -29.21 Flashing Beacon 38 This section is revised to read: 39 40 Flashing beacons shall be installed as detailed in the Plans, as specified in the Special 41 Provisions, and as described below: 42 43 Controllers for flashing beacons shall be as specified in Section 9- 29.15. 44 45 Beacons shall consist of single section, 8 -inch or 12 -inch traffic signal heads, three 46 or four -way adjustable, meeting all of the applicable requirements of Section 9- 47 29.16. Displays (red or yellow) may be either LED type or incandescent. 12 inch 48 yellow displays shall be dimmed 50% after dark. 49 50 Mounting brackets, mountings, and installation shall meet all applicable 51 requirements of Section 9- 29.17. 52 1 Lenses shall be either red or amber, glass or poiycarbonate as noted in the Plans 2 or as determined by the Engineer. 4 9 - 29.24 Service Cabinets 5 Under the first paragraph, item F is revised to read: 6 7 F. The minimum size of control circuit conductors used in service cabinets shall be 8 No. 14 AWG stranded copper. 9 10 All electrical contactors shall have the loadside terminals toward the front (door side) of the service cabinet. 12 13 Under the first paragraph, the fourth sentence of item I is revised to read: 14 15 No electrical devices shall be connected to the dead front panel. 16 17 9 - 29.25 Amplifier, Transformer, and Terminal Cabinets 18 Under the first paragraph, the fourth sentence of item 3 is revised to read: 19 20 The Contractor shall supply construction cores with two master keys. The keys shall be 21 delivered to the Engineer. 1 SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS 2 August 1, 2005 3 Temporary traffic control materials in this section consist of various traffic communication, 4 channelization and protection items described in Section 1 -10 and listed below: 5 6 Stop /Slow Paddles 7 Construction Signs 8 Wood Sign Posts 9 Sequential Arrow Signs 10 Portable Changeable Message Signs 11 Barricades 12 Traffic Safety Drums 13 Barrier Drums 14 Traffic Cones 15 Tubular Markers 16 Warning Lights and Flashers 17 Truck - Mounted Attenuator 18 19 The basis for acceptance of temporary traffic control devices and materials shall be visual 20 inspection by the Engineer's representative. No sampling or testing will be done except that 21 deemed necessary to support the visual inspection. Requests for Approval of Material and 22 Qualified Products List submittals are not required. Certification for crashworthiness 23 according to NCHRP 350 will be required as described in Section 1- 10.2(3). 24 25 "MUTCD," as used in this section, shall refer to the latest WSDOT adopted edition of the 26 Manual on Uniform Traffic Control Devices for Streets and Highways. In the event of 27 conflicts between the MUTCD and the contract provisions, then the provisions shall govern. 28 29 9 - 35.1 Stop /Slow Paddles 30 Paddles shall conform to the requirements of the MUTCD, except that the minimum width 31 shall be 24 inches. 32 33 9 - 35.2 Construction Signs 34 Construction signs shall conform to the requirements of the MUTCD and shall meet the 35 requirements of NCHRP Report 350 for Category 2 devices. Except as noted below, any 36 sign /sign stand combination that satisfies these requirements will be acceptable. 37 38 Where aluminum sheeting is used to fabricate signs, it shall have a minimum thickness of 39 0.080 inches and a maximum thickness of 0.125 inches. 40 41 All orange background signs shall be fabricated with Type X reflective sheeting. All post - 42 mounted signs with Type X sheeting shall use a nylon washer between the twist fasteners 43 (screw heads, bolts or nuts) and the reflective sheeting. 44 45 Any fabric sign which otherwise meets the requirements of this section and was purchased 46 prior to July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is used, it 47 shall have been fabricated with Type VI reflective sheeting. 48 49 9 - 35.3 Wood Sign Posts 50 Use the charts below to determine post size for construction signs. 51 1 One Post Installation 2 3 Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 4 4x4 - 16.0 5 4x6 17.0 20.0 6 6x6 21.0 25.0 7 6x8 26.0 31.0 8 9 Two Post Installation 10 11 (For signs 5 feet or greater in width) 12 13 Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 14 4x4 - 16.0 15 4x6 17.0 36.0 16 6x6 37.0 46.0 17 6x8 47.0 75.0 18 19 * The Engineer shall determine post size for signs greater than 75 square feet. 20 21 Sign posts shall conform to the grades and usage listed below. Grades shall be 22 determined by the current standards of the West Coast Lumber Inspection Bureau - 23 ( WCLIB) or the Western Wood Products Association (WWPA). 24 25 4 x 4 Construction grade (Light Framing, 26 Section 122 -b WCLIB) or (Section 27 40.11 WWPA) 28 4 x 6 No. 1 and better, grade (Structural 29 Joists and Plahks, Section 123 -b 30 WCLIB) or (Section 62.11 WWPA) 31 6 x 6, 6 x 8, 8 x 10 No. 1 and better, grade (Posts and 32 Timbers, Section 131 -b WCLIB) or 33 (Section 80.11 WWPA) 34 6 x 10, 6 x 12 No. 1 and better, grade (Beams and 35 Stringers, Section 130 -b WCLIB) or 36 (Section 70.11 WWPA) 37 38 9 - 35.4 Sequential Arrow Signs 39 Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the 40 following: 41 42 Sequential arrow signs furnished for stationary lane closures on this project shall be 43 Type C. 44 The color of the light emitted shall be yellow. 45 The dimming feature shall be automatic, reacting to changes in light without a 46 requirement for manual adjustment. 47 48 9 - 35,5 Portable Changeable Message Signs 49 Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD 50 and the following: 51 52 The PCMS shall employ one of the following technologies: 1 2 1. Fiber optic /shutter 3 2. Light emitting diode 4 3. Light emitting diode /shutter 5 4. Flip disk 6 7 Regardless of the technology, the PCMS shall meet the following general requirements: 8 9 • Be light emitting and must not rely solely on reflected light. The emitted light shall 10 be generated using fiber optic or LED technology. 11 12 • Have a display consisting of individually controlled pixels no larger than 2 1/2 inch 13 by 2 1/2 inch. If the display is composed of individual character modules, the space 14 between modules must be minimized so alphanumeric characters of any size 15 specified below can be displayed at any location within the matrix. 16 17 • When activated, the pixels shall display a yellow or orange image. When not 18 activated, the pixels shall display a flat black image that matches the background of 19 the sign face. 20 21 • Be capable of displaying alphanumeric characters that are a minimum of 18 inches 22 in height. The width of alphanumeric characters shall be appropriate for the font. 23 The PCMS shall be capable of displaying three lines of eight characters per line 24 with a minimum of one pixel separation between each line. 25 26 • The PCMS message, using 18 -inch characters, shall be legible by a person with 27 20/20 corrected vision from a distance of not Tess than 800 feet centered on an axis 28 perpendicular to the sign face. 29 30 • The sign display shall be covered by a stable, impact resistant polycarbonate face. 31 The sign face shall be non -glare from all angles and shall not degrade due to 32 exposure to ultraviolet light. 33 34 • Be capable of simultaneously activating all pixels for the purpose of pixel 35 diagnostics. Any sign that employs flip disk or shutter technology shall be 36 programmable to activate the disks /shutters once a day to clean the electrical 37 components. This feature shall not occur when the sign is displaying an active 38 message. 39 40 • The Tight source shall be energized only when the sign is displaying an active 41 message. 42 43 The PCMS panels and related equipment shall be permanently mounted on a trailer with all 44 controls and power generating equipment. 45 46 The PCMS shall be operated by a controller that provides the following functions: 47 48 1. Select any preprogrammed message by entering a code. 49 2. Sequence the display of at least five messages. 50 3. Blank the sign. 51 4. Program a new message, which may include animated arrows and chevrons. 52 5. Mirror the message currently being displayed or programmed. 1 2 9 -35.6 Barricades 3 Barricades shall conform to the requirements of the MUTCD supplemented by the further 4 requirements of Standard Plan H -2. 5 6 9 -35.7 Traffic Safety Drums 7 Traffic safety drums shall conform to the requirements of the MUTCD and the following: 8 9 The drums shall have the following additional physical characteristics: 10 11 Material Fabricated from low- density polyethylene that meets the 12 requirements of ASTM D 4976 and is UV stabilized. 13 14 Overall Width 18 -inch minimum in the direction(s)of traffic flow. 15 16 Shape Rectangular, hexagonal, circular, or flat -sided semi - circular. 17 18 Color The base color of the drum shall be fade resistant safety 19 orange. 20 21 The traffic safety drums shall be designed to accommodate at least one portable light unit. 22 The method of attachment shall ensure that the light does not separate from the drum upon 23 impact. 24 25 Drums and light units shall meet the crashworthiness requirements of NCHRP 350 as 26 described in Section 1- 10.2(3). 27 28 When recommended by the manufacturer, drums shall be treated to ensure proper adhesion 29 of the reflective sheeting. 30 31 9 - 35.8 Barrier Drums 32 Barrier drums shall be small traffic safety drums, manufactured specifically for traffic control 33 purposes to straddle a concrete barrier and shall be fabricated from low- density polyethylene 34 that meets the requirements of ASTM D 4976 and is UV stabilized 35 36 The barrier drums shall meet the following general specifications: 37 38 Total height 22 in., ± 1 in. 39 Cross - section hollow oval 40 10 in. X 14 in., ± 1 in. 41 Formed support legs length 13 in., ± 1 in. 42 Space between legs 6 1/4 in. min. 43 (taper to fit conc. barrier) 44 Weight 33 Ib. ± 4 Ib. 45 with legs filled with sand. 46 Color Fade resistant safety orange. 47 48 Barrier drums shall have three 4 -inch reflective white stripes, (one complete and two partial). 49 Stripes shall be fabricated from Type III or Type IV reflective sheeting. 50 51 When recommended by the manufacturer, barrier drums shall be treated to ensure proper 52 adhesion of the reflective sheeting. 1 2 9 -35.9 Traffic Cones 3 Cones shall conform to the requirements of the MUTCD, except that the minimum height 4 shall be 28 inches. 5 6 9 - 35.10 Tubular Markers 7 Tubular markers shall conform to the requirements of the MUTCD, except that the minimum 8 height shall be 28 inches. 9 10 Pavement - mounted tubular markers shall consist of a surface - mounted assembly which 11 uses a separate base with a detachable tubular marker held in place by means of a locking 12 device. 13 14 9 - 35.11 Warning Lights and Flashers 15 Warning lights and flashers shall conform to the requirements of the MUTCD. 16 17 9 - 35.12 Truck - Mounted Attenuator 18 The Truck - Mounted Attenuator (TMA) shall be selected from the approved units listed on the 19 Qualified Products List. The TMA shall be mounted on a vehicle with a minimum weight of 20 15,000 pounds and a maximum weight in accordance with the manufacturer's 21 recommendations. Ballast used to obtain the minimum weight requirement, or any other 22 object that is placed on the vehicle shall be securely anchored such that it will be retained on 23 the vehicle during an impact. The Contractor shall provide certification that the unit complies 24 with NCHRP 230 or 350 requirements. Units fabricated after 1998 must comply with 25 NCHRP 350 requirements. 26 27 The TMA shall have an adjustable height so that it can be placed at the correct elevation 28 during usage and to a safe height for transporting. If needed, the Contractor shall install 29 additional lights to provide fully visible brake lights at all times. 30 31 The TMA unit shall have a chevron pattern on the rear of the unit. The standard chevron 32 pattern shall consist of 4 -inch yellow stripes, alternating non - reflective black and reflective 33 yellow sheeting, slanted at 45 degrees in an inverted "V" with the "V" at the center of the unit. 34 35 APWA SECTION 5 -04 Z: \JAN \SPECS104087A - Phi - YK.wpd 6-2 HOT MIX ASPHALT ( * * * * * *) APWA Section 5 -04 is revised in its entirety to read: 5 - 04.1 Description This work shall consist of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross - sections shown in the Plans. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. HMA Class A, Class B, Class D, Class F, and Class G are designated as leveling or wearing courses. HMA Class E is designated as a pavement base course. With the exception of HMA Class D, all mixtures are considered dense graded HMA. 5 - 04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9- 02.1(4) Cationic Emulsified Asphalt 9- 02.1(6) Anti - Stripping Additive 9 -02.4 Aggregates 5- 04.3(8)A2 Blending Sand 9- 03.8(4) Mineral Filler 9- 03.8(5) The contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, blending sand, and mineral filler. The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in the amount up to 20 percent of total aggregate weight in combination with new aggregate in the production of HMA. The RAP may be from HMA removed under the contract, if any, or old HMA from an existing stockpile. Recycled materials shall not be used in HMA Class D. When aggregates or a source for the production of aggregates is provided by the Contracting Agency, the approximate percentage of asphalt binder required in the mixture for the particular class of pavement will be set forth in the special provisions. The percentage is based upon a midline gradation mix design for the source provided. The grade of asphalt binder shall be as required by the contract. Prior to the submittal of the mix design, the Contractor shall provide a written designation of the grade of PG asphalt binder to be used. The Contractor may propose the substitution of alternate grades of performance grade (PG) asphalt binder at no cost to the Contracting Agency. The proposal will be approved if the proposed alternate asphalt binder has an average 7 -day maximum pavement design temperature that is equal to or higher than the specified asphalt binder and has a minimum pavement design temperature that is equal to or lower than the specified asphalt binder. The substituted alternate grade of asphalt binder shall be used in all HMA contract items of the same class and originally specified grade of asphalt binder. Blending of asphalt hinder from different sources is not permittari. Production of aggregates shall comply with the requirements of Section 3 -01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3 -02. 5 -04.3 Construction Requirements 5- 04.3(1) HMA Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder. Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment. An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by inspectors. The plant shall also be equipped with an approved dial -scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3 Sampling and Testing of Mineral Materials. The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Sectionl -05.6 for crushing and screening operation. The contractor shall provide sufficient space as required for the setup and operation of the field testing facilities of the Contracting Agency. 5- 04.3(2) Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions include (or are forecast to include) during the workshift precipitation or an air temperature less than 45 ° F, the canvas cover shall be securely attached to protect the HMA. In order to prevent the HMA mixture from adhering to the hauling equipment, truck beds are to be sprayed with an environmentally benign release agent. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating materials that contaminate or alter the characteristics of the HMA shall not be used. For hopper trucks, the conveyer shall be in operation during the process of applying the release agent. 5 04.3(3) Hot Mix Asphalt Pavers HMA pavers shall be self- contained, power - propelled units, provided with an internally- heated vibratory screed or strike -off assembly and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The screed or strike -off assembly shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed or strike off assembly. Extensions without, augers, vibration and heated screeds shall not be used in the traveled way. When laying HMA, the paver shall be operated at a uniform forward speed consistent with the plant production rate and roller train capacity to result in a continuous operation. The auger speed and flight gate opening shall be adjusted to coordinate with the operation. The paver shall be equipped with automatic screed controls with sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. The sensor shall be constructed so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. The paver shall be equipped with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the screed will be permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelization. When specified in the contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the traveled way of each roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross - section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will he subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Project Engineer may suspend work as allowed by Section 1 -08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5 04.3(4) Rollers Rollers shall be of the steel wheel, vibratory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Project Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5- 04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results will not be used. 5 04.3(5) Conditioning of Existing Surface When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross - section as shown on the plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. 5 04.3(5)A Preparation of Existing Surfaces Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA mix and the surface of the patched area shall be Leveled and compacted thoroughly. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots. A heavy application of tack coat will be applied to all joints. For roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. Unless otherwise approved by the Engineer, the tack coat shall be CSS -1, CSS -1 h, or STE -1 emulsified asphalt. The CSS -1 and CSS -1 h emulsified asphalt may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. The emulsified asphalt shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5 04.3(5)B Preparation of Untreated Roadway When designated in the plans the existing roadway shall be prepared and the roadway primed as provided in Section 5- 02.3(2)A, except that only one application of asphalt and one application of aggregate, which shall conform to aggregate for HMA Class B as listed in Section 5- 04.3(8) or other granular materials approved by the Engineer, will be required. All other provisions of Section 5 -02 pertaining to bituminous surface treatment Class A shall apply, except as hereinafter modified. The prime coat shall be applied over the full length of the project, and HMA shall not be placed until the prime coat has cured for 5 days unless otherwise approved by the Engineer. Should any holes, breaks, or irregularities develop in the roadway surface after the prime coat has been applied, they shall be patched with HMA, as described in Section 5- 04.3(5)A, in advance of placing the HMA. The Contractor shall maintain the completed prime coat by blading or brooming with equipment and procedures approved by the Engineer, until the HMA pavement is placed. After the maintenance, patching or repair work has been completed and immediately prior to placing the HMA, the surface of the prime coat shall be swept clean of all dirt, dust, or other foreign matter. When the prime coat application is not specified in the Special Provisions or shown in the Plans, the Contractor shall prepare the untreated roadway as described above and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade. In areas used as turnouts or which will receive heavy service, the Engineer may order a change in the grade to provide a greater depth of pavement. The Contractor shall prepare untreated shoulders and traffic islands by blading and compacting to provide a sound base for paving and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade. If the Contractor protects the completed untreated surfacing materials to the degree that the surface meets the requirements of Section 5- 02.3(2)A at the time of construction of the prime coat or the construction of the pavement if the prime coat is not required, the Contractor will not be required to perform the work specified in Section 5- 02.3(2)A but shall be compensated for the item of work preparation of untreated roadway. 5 04.3(5) C Crack Sealing When the proposal includes a pay item for crack sealing, all cracks and joints 1 /4 -inch and greater in width shall be cleaned with a stiff - bristled broom and compressed air and then shall be filled completely with sand slurry. The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, approximately 2 percent Portland cement, water (if required), and the remainder clean U.S. No. 4 -0 paving sand. The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of 1 -06 will not apply to the Portland cement and paving sand used in the Sand Slurry. 5 04.3(5)D Soil Residual Herbicide Where shown in the Plans, the Contractor shall apply one application of an approved soil residual herbicide. Paving shall begin within 24 hours after application of the herbicide. Any area that has not been paved within the time limit or that has been rained on, shall be treated again at the Contractor's expense. The herbicide shall be applied uniformly in accordance with the manufacturer's recommendations. The material to be used shall be registered with the Washington State Department of Agriculture for use under pavement. Before use, the Contractor shall r approval o f th m at e rial to b used and th pr r of application, from the Engineer. The following information shall be included in the request for approval of the material: Brand name of the material, manufacturer, Environmental Protection Agency (EPA) registration number, material safety data sheet, and proposed rate of application. 5 04.3(5)E Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as staked. ' The actual excavation depth may vary to a maximum depth of 1 -foot maximum, depending upon where stable foundation material is encountered, as determined by the Engineer. The minimum width of any pavement repair area shall be 3 feet unless shown otherwise in the Plans. All pavement repair areas shall be sawcut before removal, or shall be removed by a pavement grinder approved by the Engineer. Asphalt for tack coat shall be required as specified in Section 5- 04.3(5)A, and shall be applied to all edges of existing pavement in the pavement repair area. The Contractor shall excavate only within one lane at a time. The areas shall be excavated, backfilled, and compacted within the same day's working shift, in accordance with the details shown in the Plans and to the satisfaction of the Engineer. Excavated materials will become the property of the Contractor for disposal off the right of way. The Contractor shall conduct the excavation operations in a manner that will protect the pavement areas not designated to be removed. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. Placement of the HMA backfill shall be accomplished in lifts. Each lift shall not exceed 0.35 foot compacted depth. Compaction shall be accomplished by mechanical tamper or a roller as approved by the Engineer. HMA for pavement repair shall be HMA Class A, B, E, or F at the Contractor's option, unless otherwise specified in the contract. 5 04.3(6) Heating of Asphalt Binder The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25 °F. 5 04.3(7) Preparation of Aggregates The aggregates shall be stockpiled according to the requirements of Section 3- 02. Sufficient storage space shall be provided for each size of aggregate. The aggregates shall be removed from stockpile(s) in a manner to ensure a minimum of segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5- 04.3(7)A Mix Design The Contractor shall obtain representative samples from mineral aggregate stockpiles, and blend sand sources to be used for HMA production and submit them for development of a mix design. Sample submittal shall include asphalt binder grade and sources, production mix gradation and combining ratios of mineral aggregate stockpiles and blend sand that will be used in production. This will be the basis for the mix design and job mix formula. The Contractor shall alln"n1 `)(1 calendar cla fnr this approval and. de o nce the V1 l aw„ ... 11 �v .flA days 1 .11,V .A 1 .J 1 ..1 VY.AI NI lu design I1 VI1 the aforementioned information and material has been received. Additional time may be required if the proportions will not make an adequate design as determined by the Engineer, or if the Contractor requests more than one asphalt binder source approval. The Contractor is also advised that production of the HMA shall not commence until the job mix formula has been established. Adjustments to the job mix formula may be made per Basis of Acceptance. The Contractor shall obtain the Engineer's approval prior to changing the source of asphalt binder during the production of HMA. Blending of different asphalt binder grades sources will not be permitted. 5 04.3(8) Mixing After the required amounts of mineral materials and asphalt binder have been introduced into the mixer the HMA shall be mixed until a complete and uniform coating of the particles and a thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the maximum temperature recommended by the asphalt binder manufacturer. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Project Engineer. Storing or holding of the HMA in approved storage facilities will be permitted during the daily operation but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. 5 04.3(8)A Acceptance Sampling and Testing - HMA Mixture 1. General. Acceptance of HMA shall be as provided under statistical evaluation, nonstatistical evaluation or commercial evaluation. Determination of statistical evaluation, nonstatistical evaluation or commercial evaluation shall be based on proposal quantities and shall consider the total of all bid items involving HMA of a specific class. Dense graded mixes (HMA Classes A, B, E, F, and G) will be evaluated for quality of gradation and asphalt binder content. Open graded mixes (HMA pavement Class D) will be evaluated for quality of gradation only, based on samples taken from the cold feed. Nonstatistical Evaluation will be used for HMA. Statistical Evaluation procedures will apply only to contracts that specify statistical evaluation in the contract Special Provisions. Statistical Evaluation will be administered under the provisions of Section 5- 04.5(1) for Quality Assurance Price Adjustments and evaluation of quality. Commercial Evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores and other nonstructural applications as approved by the Project Engineer. The contractor shall select a class of HMA appropriate for the required use. The Project Engineer will determine anti -strip requirements for the HMA. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and nonstatistical evaluation. 2 Aggregates. A. General Requirements. Aggregates for HMA shall be manufactured from ledge rock, talus, or gravel in accordance with Section 3 -01. The material from which they are made shall meet the following test requirements: Los Angeles Wear, 500 Revs 30% max Degradation Factor, Wearing Course 30 min Degradation Factor, Other Courses 20 min It shall be uniform in quality, substantially free from wood, roots, bark, extraneous materials, and adherent coatings. The presence of a thin, firmly adhering film of weathered rock will not be considered as coating unless it exists on more than 50% of the surface area of any size between consecutive laboratory sieves. Aggregate removed from deposits contaminated with various types of wood waste shall be washed, processed, selected or otherwise treated to remove sufficient wood waste so that oven —dried material retained on a U.S. No. 4 sieve shall not contain more than 0.1% by weight of material with a specific gravity less than 1.0. B. Test Requirements. Aggregate for HMA shall meet the following test requirements: Class of HMA A B D E F G Fracture, by weight (See Note) 1 2 3 4 4 2 Sand Equivalent Min. 45 45 - -- 45 35 45 1 The fracture requirements are at least one fractured face on 90 percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. /TI__ fracture r requirem r t least _n fractured r....... _... 7 2 T he iwiUw WgUIrCIIICII1 dIC at ICdJL one IIdULUICU Ic*Le UII / U percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 3 The fracture requirements are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each specification sieve, U.S. No. 8 and above, if that sieve retains more than 5 percent of the total sample. 4 The fracture requirements are at !east one fractured face on 50 percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. When material is being produced and stockpiled for use on a specific contract or for a future contract, the fracture and sand equivalent requirements shall apply at the time of stockpiling. When material is used from a stockpile that has not been tested as provided above, the requirements for fracture and sand equivalents shall apply at the time of its introduction to the cold feed of the mixing plant. The properties of the aggregate in a preliminary mix design for HMA shall be such that, when it is combined within the limits set forth in Proportions of Materials and mixed in the laboratory with the designated grade of asphalt binder, HMA mixtures with the following test values can be produced: Class of HMA A B D E F G Stabilometer Value Min. 37 35 - -- 35 35 35 Cohesiometer Value Min.100 100 - -- 100 50 100 Percent Air Voids 2 -4.5 2 -4.5 - -- 2 -4.5 2 -4.5 2 -4.5 Modified Lottman Stripping Test Pass Pass Pass Pass Pass Pass C. Gradation. The materials of which HMA is composed shall be of such sizes, gradings, and quantities that, when proportioned and mixed together, they will produce a well graded mixture within the requirements listed in the table which follows. The percentages of aggregate refers to completed dry mix, and includes mineral filler when used. Grading Requirements Class A Class D Class E Class F Class G Sieve Size and B Percent Passing 1 square - -- - -- 100 - -- - -- 1 square - -- - -- 90 -100 - -- - -- 3 4 square 100 - -- - -- 100 - -- 5 8 square - -- - -- 67 -86 - -- - -- 1 2 square 90 -100 100 60 -80 80 -100 100 3 8 square 75 -90 97 -100 - -- - -- 97 -100 U.S. No. 4 46 -66 30 -50 34 -56 38 -70 50 -78 U.S. No. 8 - -- 5 -15 - -- - -- - -- U.S. No. 10 30 -42 - -- 25 -40 30 -50 32 -53 U.S. No. 40 11 -24 - -- 10 -23 - -- 11 -24 U.S. No. 200 3.0 -7.0 2.0 -5.0 2.0 -9.0 2.0 -8.0 3.0 -7.0 5 04.(8)B Basis of Acceptance 1. HMA will be accepted based on its conformance to the project job mix formula (JMF). For the determination of a project JMF, the Contractor shall submit to the Engineer, representative samples of the various aggregates and blend sand to be used along with the gradation data showing the various aggregate stockpile averages and the proposed combining ratios and the average gradation of the completed mix. Based on this submittal from the Contractor, the Engineer will determine the asphalt binder content, anti -strip requirement, and ignition furnace correction factor in the mix design process. Using the representative samples submitted and proposed proportion of each, trial mix tests will be run to determine the percentage of asphalt binder, by weight, to be added. The JMF thus established shall be changed only upon order of the Engineer. The intermingling of HMA mixtures produced from more than one JMF is prohibited. Each strip of HMA pavement placed during a working shift shall conform to a single job mix formula established for the class of HMA specified unless there is a need to make an adjustment in the JMF. No HMA shall be produced for use on the project until the amount of asphalt binder and anti -strip additive to be added has been established. 2. Job Mix Formula — Statistical Acceptance The average gradation of the completed HMA mix submitted by the Contractor in the mix design proposal, as required in Gradation and the resulting Mix Design Recommendations, shall be the JMF. Any change or adjustment of percentages in any constituent of the JMF creates a new JMF. 3. Job Mix Formula Tolerances and Adjustments A. Tolerances — Statistical Acceptance. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of Mixture Tolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in 5- 04.3(8)C except the tolerance limits for sieves designated as 100% passing will be 99 -100. Aggregate passing 1", 3/4 ", Broad band specification 5/8 ", 1/2 ", and 3/8" sieves limits Section 5- 04.3(8)C Proportions of Materials Aggregate passing No. 4 sieve ± 6% Aggregate passing No. 10 sieve ± 5% Aggregate passing No. 40 sieve ± 4% Aggregate passing No. 200 sieve ± 2.0% Asphalt cement ± 0.5% For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Proportions of Materials. B. Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0.7 percent. C. Adjustments 1. Aggregates. Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent_ The above adjustments anti /or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. 2. Asphalt Binder Content. The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of 0.3 percent from the - approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without the approval of the Materials Engineer. D. Commercial HMA Acceptance. The contractor shall submit a certification that the mix design submitted meets the requirements of Proportions of Materials. Verification of the mix design by the Contracting Agency is not required. The Project Engineer will determine anti -strip requirements for the HMA. 4. Hot Mix Asphalt Mixture A. Sampling 1. A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. 2. Samples for compliance of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platforms to enable samples to be obtained in accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. B. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF), placed and represented by randomly selected samples tested for acceptance. All of the test results obtained from the acceptance samples shall be evaluated collectively and shall constitute a lot. Only one lot per JMF will be expected to occur. The JMF (Job Mix Formula) is defined in Basis of Acceptance. The Contractor may request a change in the JMF. If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of available tests and a new lot will begin. The quantity represented by each sample will constitute a subiot. Sampling and testing for statistical evaluation shall be performed on a random basis at the frequency of one sample per sublot, with a minimum of five sublots per class of HMA. Sublot size shall be determined to the nearest 100 tons to provide not less than five uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. Sampling and testing for nonstatistical evaluation shall be performed on a random basis at a minimum frequency of one sample for each sublot of 400 tons or each day's production, whichever is least. When proposal quantities exceed 1,200 tons for a class of HMA under nonstatistical evaluation, sublot size shall be determined to the nearest 100 tons to provide not less than three uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots hove been produced The (ADC will he r.ro id rl by the 1I,A AJl vV YG il'11 rl Vl 4 � IIG VI 1 VY11. WG �JIVVIUeI.I IJ 61IG midpoint of the next paving shift after sampling. Individual acceptance sample test results (gradation and asphalt binder content) may be challenged by the Contractor. A written challenge of the test results by the Contractor shall be received by the Project Engineer within five working days after receipt of the specific test results. A split of the original acceptance sample shall be sent, for testing, to the Region Materials Lab or to State Materials Lab as determined by the Engineer. The challenged sample will not be tested with the same equipment or by the same tester that ran the original acceptance sample. The challenge sample will be tested for a complete gradation analysis and asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation No. 4 sieve and larger ±4 percent No. 6 sieve to No. 80 sieve ±2 percent No. 100 and No. 200 sieve ±0.4 percent Asphalt binder % ±0.3 percent If the deviation of the challenge sample is within each parameter established, the acceptance sample will be used to determine to composite pay factor and the cost of testing will be deducted from any monies due or that may come due the Contractor under the contract, at the rate of $250 per test. If the deviation of the challenge sample is outside of any one parameter established, the challenge sample will be used to determine the composite pay factor and the cost of testing will be the Contracting Agency's responsibility. D. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T 308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T 27 &T11. E. Reject Mixture 1. Rejection by Contractor. The Contractor may, prior to sampling, r elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested, and evaluated for acceptance. 2. Rejection Without Testing. The Engineer may, without sampling, reject any batch, load, or section of roadway that appears defective in gradation or asphalt binder content. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the statistical acceptance specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material, and in addition, the cost of sampling and testing shall be borne by the Contractor. However, if the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency and the HMA will be compensated at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than 0.75, compensation for the rejected HMA will be at the calculated CPF with an addition of 25 percent of the unit contract price added for placement and removal costs. 3. A Partial Sublot. In addition to the preceding random acceptance sampling and testing, the Engineer may also isolate from a normal subiot any material that is suspected of being defective in gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be evaluated for price adjustment in accordance with the statistical evaluation section. This material will be considered a separate lot. 4. An Entire Sublot. If an entire subiot is rejected in accordance with Section 1 -06.2, four additional random samples from this subiot will be obtained and the subiot evaluated as an independent lot with the original test result included as a fifth test with the new independent lot instead of with the original lot. 5. A Lot in Progress. The Contractor shall shut down operations and shall not resume HMA placement until such time as the Project Engineer is satisfied that specification material can be produced: a. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or b. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or c. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 6. An Entire Lot. An entire lot with a CPF of less than 0.75 will be rejected. The designated percentage reduction n as defined in i Section 1- 06.2(2)B under Financial Incentive Paragraph 1, Item 3, shall be 25 percent. 5 04.3(9) Spreading and Finishing The HMA shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5- 04.3(3) shall be used to distribute the HMA mixture. Unless otherwise directed by the Engineer or specified in the Plans or in the Special Provisions, the nominal compacted depth of any layer of any course shall not exceed the following depths: HMA Class E 0.35 foot HMA Class A and B 0.35 foot when used for Base Course HMA Class A, B, and F 0.25 foot HMA Class G 0.10 foot HMA Class D 0.08 foot On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF, shall be placed by separate spreading and compacting equipment. 5-04.3(30) Compaction 5- 04.3(10)A General Immediately after the HMA mixture has been spread, struck off, and surface irregularities adjusted, it shall be thoroughly and uniformly compacted. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, or irregularities and in conformance with the line, grade, and cross- section shown in the Plans or as established by the Engineer. if necessary, the mix design may be altered to achieve desired results. Compaction shall take place when the HMA is in the proper condition so that no undue displacement, cracking, or shoving occurs. All compaction units shall be operated at the speed, within specification limits, that will produce the required compaction. Areas inaccessible to large compaction equipment shall be compacted by mechanical or hand tampers. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt binder, or is in any way defective, shall be removed and replaced at no additional cost with fresh HMA which shall be immediately compacted to conform with the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided specification densities are attained. An exception shall be that the pneumatic tired roller shall be used between October 1 and April 1. Coverage's with a vibratory or steel wheel roller may precede pneumatic tired rolling. When HMA Class D is being constructed, the use of pneumatic rollers will not be required. Vibratory rollers shall not be operated in the vibratory mode when the internal temperature of the HMA is less than 175 °F without permission of the Engineer. In no case shall a vibratory roller be operated in a vibratory mode when checking or cracking of the mat occurs at a greater temperature. Vibratory rollers in the vibratory mode are also prohibited on bridge decks. 5 04.3(10)B Control HMA Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than .75 when evaluated in accordance with Section 1- 06.2(1), using a minimum of 91.0 percent of the reference maximum density as determined by WSDOT FOP for AASHTO T 209. The reference maximum density shall be determined as the moving average of the most recent five determinations for the lot of HMA being placed. The specified level of density attained will be determined by the statistical evaluation of five nuclear density gauge tests taken in accordance with WAQTC FOP TM 8 and WSDOT SOP T 729 on the day the HMA is placed (after completion of the finish rolling) at locations determined by the stratified random sampling procedure conforming to WSDOT Test Method 716 within each density lot. The quantity represented by each density lot will be no greater than a single day's production or 400 tons, whichever is less. The final lot for each day of paving may be increased to 600 tons. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed within one working day. Acceptance of pavement compaction will be based on the statistical evaluation and CPF so determined. For compaction lots falling below a 1.00 pay factor and thus subject to price reduction or rejection, cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after paving. The cost for the coring expenses when the core results indicate the specified level of relative density within a lot has not been achieved, will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $125 per core. At the start of paving, the Contractor must demonstrate to the Engineer that the HMA is compactible by constructing compaction test section(s). Test section(s) shall be constructed using the compaction train and a variety of rolling patterns that the Contractor expects to use in the paving operation. A test section will be considered to have established compatibility, based on the results of three density determinations, when the average of the three tests exceeds 92 percent of Rice or when all three tests individually exceed 91 percent of Rice. This will require consideration of the presence of a correlation factor for the nuclear gauge and may require final resolution after the factor for the gauge is known. A minimum 1.00 compaction pay factor s h a ll b use u ntil a g correlation factor is known, and until the HMA is considered compactable. When construction of the test section(s) has demonstrated that the HMA is not compactable, paving must stop. To resume paving, all factors contributing to compaction shall be analyzed and Engineer approved changes made, which may require a new mix design. When paving is resumed, the Contractor must again, as previously defined, demonstrate that the HMA is compactable. If the Contractor does not construct test section(s), the HMA is considered compactable and all HMA placed will be evaluated according to Section 5- 04.3(10)B. HMA Class A, B, E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. ( HMA Class D and preleveling HMA shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the density, the Engineer may also isolate from a normal lot any area that is suspected of being defective in relative density. Such isolated material will not include an original sample location. A minimum of 5 randomly located density tests will be taken. The isolated area will then be evaluated for price adjustment in accordance with the statistical evaluation section, considering it as a separate lot. 5 04.3(11) Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course must be discontinued for such a length of time that the HMA will cool below compaction temperature. When the work is resumed, the previni illy compacted HMA shall be cut back to produce a slightly beveled edge for the full thickness of the course. Where a scheduled transverse joint or when an unscheduled joint that must be left in place after a workshift is being made in the wearing course, strips of heavy wrapping paper shall be used. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. When the transverse joint will be open to traffic a temporary wedge of HMA shall be constructed 50H:1V or flatter. The material that is cut away shall be wasted and new HMA shall be laid against the fresh cut. Rollers or tamping irons shall be used to seal the joint. The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the traveled way. Except, on one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. If a hot -lap joint is allowed, two paving machines shall be used; a minimum compacted density in accordance with Section 5- 04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, the Contractor shall construct longitudinal joints between the HMA and the cement concrete pavement. The joint shall be sawed to the dimensions shown on Standard Plan A -1 and filled with joint sealant meeting the requirements of Section 9- 04.2. 5- 04.3(12) Vacant 5- 04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than [1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1 /4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Project Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Project Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Project Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When Portland cement concrete pavement is to be placed on HMA, the surface tnl of th HMA shall h such that no Surface e l eva t i on lies above the plan grade minus the specified plan depth of Portland cement concrete pavement. Prior to placing the Portland cement concrete pavement, any such irregularities shall be brought to the required tolerance by grinding or other means approved by the Project Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the roadway shall be paved before the utility appurtenances are adjusted to the finished grade. 5 04.3(14) Planing Bituminous Pavement The surface of existing pavements or the top surface of subsurface courses shall be planed to remove irregularities and to produce a smooth surface. Planing shall be performed in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. The surface of the underlying pavement shall be slightly grooved or roughened sufficiently to ensure a bond when overlaid. The planings shall become the property of the Contractor and shall be removed from the right -of -way. The planings may be utilized as RAP, within the requirements of Section 5 -04.2 or 9- 03.21. The Contractor shall dispose of all other debris resulting from the planing operation in a Contractor - provided site off the right -of -way. For mainline planing operations, the equipment shall have automatic controls, with sensors for either or both sides of the equipment. The controls shall be capable of sensing the proper grade from an outside reference line, or a mat - referencing device. The automatic controls shall also be capable of maintaining the desired transverse slope. The transverse slope controller shall be capable of maintaining the mandrel at the desired slope (expressed as a percentage) within plus or minus 0.1 percent. 5 04.3(15) HMA Road Approach HMA approaches s h a ll h con str uc t e d a t the locations shown i the Pl o r where staked by the Project Engineer. The work shall be performed in accordance with Section 5 -04. 5 04.3(16) Weather Limitations HMA for wearing course shall not be placed on any traveled way between October 1 of any year and April 1 of the following year without written approval from the Project Engineer. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50 °F, without written permission of the Engineer. HMA Class D shall not be placed when the air temperature is less than 60 °F. HMA shall not be placed on any wet surface, or when the average surface temperatures are Tess than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the HMA mixtures: Surface Temperature Limitations Compacted Thickness Sub - Surface (Feet) Surface Course Courses Less than 0.10 55 F 55 F 0.10 to 0.20 45 F 35 F 0.21 to 0.35 35 F 35 F More than 0.35 DNA 25 F* *Only on dry subgrade, not frozen and when air temperature is rising. 5 04.3(17) Paving Under Traffic When the roadway being paved is open to traffic, the following requirements shall apply: The Contractor shall keep on -ramps and off -ramps open to traffic at all times except when paving the ramp or paving across the ramp. During such time, and provided that there has been an advance warning to the public, the ramp may be closed for the minimum time required to place and compact the HMA. In hot weather, the Project Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing a ramp, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. Ramps shall not be closed on consecutive interchanges at the same time. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8 -23. All costs in connection with performing the work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit contract prices for the various bid items involved in the contract. 5-04.3(18) Vacant 5- 04.3(19) Sealing of Pavement Surfaces Where shown in the Plans, the Contractor shall apply a fog seal. Before application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal shall be CSS -1 or CSS -1 h uniformly applied to the pavement free of streaks and bare spots at the rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall be diluted at a rate of one part water to one part emulsified asphalt unless nth ann riirartari by tha Pnninaar. ThA Amt iIc ifiArl acnhalt chall ha nnnliAri within the temperature range specified in Section 5- 02.3(3). Unless otherwise approved by the Project Engineer, the fog seal shall be applied prior to opening to traffic. 5 04.3(20) Anti Stripping Additive When directed by the Engineer, an anti - stripping additive shall be added to the HMA material in accordance with Section 9 -02.4. 5 04.3(21) Asphalt Binder Revision When the Contracting Agency provides a source of aggregate, the expected percentage content of new asphalt binder in the resulting HMA will be identified in the contract documents. Should the actual percentage of new asphalt binder required by the job mix formula for HMA produced with Agency - provided aggregate vary by more than plus or minus 0.3 percent from the amount shown in the documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice cost to the Contractor. No adjustment will be made when the Contractor elects not to use a Contracting Agency - provided source, or when no source is made available by the Contracting Agency.[Added for PG binders] 5 - 04.4 Measurement HMA Cl. PG or HMA for CI. _ PG or Commercial HMA will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5- 04.3(8)A, the material removed will not be measured. Preparation of Untreated Roadway will be measured by the mile once along the centerline of the main line roadway. No additional measurement will be made for ramps, auxiliary lanes, service roads, frontage roads, or shoulders. Measurement will be to the nearest 0.01 mile. No specific unit of measure will apply to the force account item of Crack Sealing. Soil Residual Herbicide will be measured by the mile for the stated width to the nearest .01 mile or by the square yard, whichever is designated in the proposal. Pavement Repair Excavation Incl. Haul will be measured by the square yard of surface marked prior to excavation. Asphalt for Prime Coat will be measured by the ton in accordance with Section 1 -09.2. Prime Coat Aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the proposal. Asphalt For Fog Seal will be measured by the ton, before dilution, in accordance with Section 1 -09.2. Longitudinal Joint Seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing Bituminous Pavement will be measured by the square yard. Temporary Pavement Marking will be measured by the linear foot as provided in Section 8 -23.4. Removing Temporary Pavement Marking will be measured by the linear foot as provided in Section 8 -23.4. Water will be measured by the M gallon as provided in Section 2 -07.4. No specific unit of measure will apply to the calculated item of Anti - Stripping Additive. No specific unit of measure will apply to the calculated item of Job Mix Compliance Price Adjustment. No specific unit of measure will apply to the calculated item of Compaction Price Adjustment. 5 - 04.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "HMA Cl. PG ", per ton. "HMA for Approach Cl. PG ", per ton. "HMA for Preleveling Cl. PG ", per ton. "HMA for Pavement Repair Cl. PG ", per ton. "Commercial HMA ", per ton. The unit contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl. PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. _ PG ", and "Commercial HMA" shall be full compensation for all costs incurred to carry out the requirements of Section 5 -04 except for those costs included in other items which are included in this sub - section and which are included in the proposal. "Preparation of Untreated Roadway ", per mile. The unit contract price per mile for "Preparation of Untreated Roadway" shall be full pay for all work described under Section 5- 04.3(5)B, with the exception, however, that all costs involved in patching the roadway prior to placement of HMA shall be included in the unit contract price per ton for "HMA Cl. _ PG " which was used for patching. If the proposal does not include a bid item for "Preparation of Untreated Roadway ", the roadway shall be prepared as specified, but the work shall be included in the contract prices of the other items of work. All costs for asphalt tack coat shall be included in the unit contract price per ton of the HMA. "Crack Sealing ", by force account. "Crack Sealing" will be paid for by force account as specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Soil Residual Herbicide ft. Wide," per mile, or "Soil Residual Herbicide ", per square yard. The unit contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5- 04.3(5)D. "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(5)E. "Asphalt for Prime Coat ", per ton. The unit contract price per ton for "Asphalt for Prime Coat" shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5- 04.3(5)B. "Prime Coat Aggregate ", per cubic yard, or per ton. The unit contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. "Asphalt for Fog Seal ", per ton. The unit contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the fog seal as specified. If there is no bid item and a fog seal is required, it shall be applied and the work shall he included in the unit contract prices of the other work items. "Longitudinal Joint Seal ", per linear foot. The unit contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to perform the work described in Section 5- 04.3(11). "Planing Bituminous Pavement ", per square yard. The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the work described in Section 5- 04.3(14). "Temporary Pavement Marking ", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8 -23.5. "Removing Temporary Pavement Marking ", per linear foot. Payment for "Removing Temporary Pavement Marking" is described in Section 8 -23.5. "Water ", per M gallon. Payment for "Water" is described in Section 2 -07.5. "Anti- Stripping Additive ", by calculation. "Anti- Stripping Additive" will be paid for in accordance with Section 1 -09.6 except that no overhead, profit or other costs shall be allowed. Payment shall be made only for the invoice cost of the additive. The quantity of asphalt binder shall not be reduced by the quantity of anti - stripping additive used. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Job Mix Compliance Price Adjustment," by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5- 04.5(1)A. "Compaction Price Adjustment," by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 04.5(1)B. 5 Quality Assurance Price Adjustments All HMA will be subject to price adjustments for Quality of HMA and Quality of HMA Compaction based on the Acceptance Plans in effect for each class of HMA within the contract. For the purpose of providing a common proposal for all bidders, the Contracting Agency has estimated a calculated amount for all price adjustment items and has entered these amounts in the proposal to become a part of the total bid by the Contractor. 5 04.5(1)A Price Adjustments for Quality of HMA Statistical analysis of quality of gradation and asphalt binder content will be determined based on Section 1 -06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing 1, 3 /4 , 5/8, 1 /2, and 3 /8 sieves 2 All aggregate passing No. 4 sieve 6 All aggregate passing No. 10 sieve 10 All aggregate passing No. 40 sieve 6 All aggregate passing No. 200 sieve 20 Asphalt cement 52 Factors for Open Graded Mix Constituent Factor "f" All aggregate passing 1 /2 sieve 10 All aggregate passing 3 /8 sieve 15 All aggregate passing No 4 sieve 40 All aggregate passing No. 8 sieve 15 All +. nI . inn nn A aggregate passing' No. .UU sieve cv Note: Open graded mix shall be evaluated for gradation only. The quality incentive multiplier for open - graded mix shall be 40 percent rather than 60. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 1. Statistical Evaluation. For each lot of HMA produced under Statistical Evaluation, a Job Mix Compliance incentive Factor ( JMCIF) will be determined. The JMCIF equals the algebraic difference between the CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the JMCIF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 2. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further statistical evaluation. When one or more constituents fall outside the job mix formula, the lot shall be evaluated to determine the appropriate CPF. When less than three sublots exist, backup samples of the existing sublots or samples from the street shali be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the difference between the CPF and unity with regard to sign multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 3. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside tolerances, the lot shall be evaluated to determine the appropriate CPF. The tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 5 04.5(1)B Price Adjustments for Quality HMA Compaction For each compaction control lot, a Compaction Incentive Price Adjustment Factor (CIPAF) will be determined. The CIPAF equals the difference between the Composite Pay Factor and unity with regard to sign multiplied by 40 percent. The Compaction Compliance Price Adjustment will be calculated as the product of CIPAF, the quantity of HMA in the compaction control lot in tons, and the unit contract price per ton of HMA. CITY REVISION HOT MIX ASPHALT ( * * * * * *) APWA. 5- 04.3(13) Surface Smoothness (APWA Only) The last paragraph is revised with the following: When utilit aurtenances such as manhole rind�ss' and covers and valve boxes are encountered or are to the located within the aPSphalt pavement area, these items are either to be removed or not put in place until after the paving operation has been competed. The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new c 'stings on all new and existing public utility structures, and new Monument cases /or all monuments as shown on the plans. Utility Castings shall not be adjusted until the pavement is completed, at which time the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus 2 feet. The new rim shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class #000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2" below the finished pavement surface. On the following day, the concrete, the edges of the asphalt concrete pavement and the outer edge of the casting shall be painted with hot asphalt cement, Class G asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5- 04.3(15) Asphalt Concrete Approach (APWA Only) Add the following to the sentence: "or reconstructed," after the work "constructed ".. 5- 04.3(17) Paving Under Traffic (APWA Only) P ,ice the Iact pnrngranh and centenre ac fnlln\nic• Change the phrase "except temporary pavement markings, " to "including temporary pavement markings," 5- 04.5(1) Quality Assurance Price Adjustment (APWA Only) This Section is deleted. 5- 04.5(1)A Price Adjustments for Quality of HMA (APWA Only) This Section is deleted. 5- 04.5(1)B Price Adjustments for Quality HMA Compaction (APWA Only) This Section is deleted. SECTION 7 - TECHNICAL SPECIFICATIONS Z: \JAN \SPECS \04087A -Ph 1- YK.wpd 7-1 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON STANDARD SPECIFICATIONS FOR NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 — UTILITY RENOVATIONS City Project No. 2103 - Phase 1 HLA Project No. 04087A The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1 -99) of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction WILL apply to this Contract. Z: \JAN \SPECS \04087A -Ph1- YK.wpd 7 -2 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 — UTILITY RENOVATIONS City of Yakima Project No. 2103 - Phase 1 HLA Project No. 04087A CONTENTS PAGE NO. WORK SUMMARY 7 -4 1 -01 DEFINITIONS AND TERMS 7 -4 1 -02 BID PROCEDURES AND CONDITIONS 7 -5 1 -03 AWARD AND EXECUTION OF CONTRACT 7 -6 1 -04 SCOPE OF THE WORK 7 -6 1 -05 CONTROL OF'WORK ................... 7 -8 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 7 -12 1 -08 PROSECUTION AND PROGRESS 7 -16 1 -09 MEASUREMENT AND PAYMENT 7 -20 1 -10 TEMPORARY TRAFFIC CONTROL 7 -23 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 7 -25 2 -07 WATERING 7 -25 3 -01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 7 -26 3 -02 STOCKPILING AGGREGATES 7 -26 4 -04 BALLAST AND CRUSHED SURFACING 7 -27 5 -04 HOT MIX ASPHALT 7 -27 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -29 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -30 7 -17 SANITARY SEWERS 7 -31 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 7 -31 9 -05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS 7 -33 Z: \JAN \SPECS \04087A- Ph1- YK.wpd 7-3 SPECIAL PROVISIONS FOR CITY OF YAKIMA NORTH FRONT STREET HISTORIC DISTRICT PHASE 1 — UTILITY RENOVATIONS City of Yakima Project No. 2103 HLA Project No. 04087A WORK SUMMARY Reconstruct approximately 830 LF of existing sanitary sewer main, reconnect existing side sewers and construct new side sewers for future use, construct approximately 530 LF of new storm drain laterals with surface inlet catch basins, construct electrical power vaults and conduit runs for future under grounding of existing overhead power system and services, and other related work. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004, referenced codes and organizations, and these Special Provisions. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Z:\JAN \SPECS \04087A -Phl- YK.wpd 7 -4 Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency," "Owner," and "Engineer" are interchangeable. Consultant: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Owner's Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working Drawings: Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describing salient features, performance curves, or samples of fabricated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: No pre -bid approval on any proposed substitute equipment or materials shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1 -02.6 PREPARATION OF PROPOSAL Delete the second paragraph and replace with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. Z: \JAN \SPECS \04087A -Phl- YK.wpd 7 -5 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Bidder shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1 -03.3 EXECUTION OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency - prepared Contract, an insurance certification as required by SECTION 1- 07.18, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return the required documents within the allotted time shall be considered as non - responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1 -03.5. 1 -03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of one year from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Contract Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -03.7 JUDICIAL REVIEW Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1 -04.4 CHANGES Add the following: Z: \JAN \SPECS \04087A- Phl- YK.wpd 7 -6 No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work, (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifi- cations, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. 1 -04.6 INCREASED OR DECREASED QUANTITIES Arlrl tha fnllnwinn The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. * All Bid Items * 1 -04.11 FINAL CLEANUP Add the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely Z: \JAN \SPECS \04087A -Phl- YK.wpd 7 -7 manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -04.12 WASTE SITE (NEW SECTION) The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1 -05 CONTROL OF WORK Add the following: The Contractor's attention is specifically directed to the following provisions of this SECTION 1 -05: • SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7. • SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1,3,4, and 5. • SECTION 1- 05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRACTOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.3 PLANS AND WORKING DRAWINGS Delete the third through fifth paragraphs of SECTION 1 -05.3 of the Standard Specifications and replace them with the following: Z:\JAN \SPECS \04087A - Phi - YK.wpd 7 -8 The submittal of Shop Drawings will not be required for this project, nor will the Engineer review any Shop Drawings submitted by the Contractor. If Shop Drawings are submitted, they will be marked "NOT REVIEWED" and returned to the Contractor. The materials and quality of the final constructed product are shown on the Plans and specified herein. It shall be the Contractor's responsibility to verify all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data to assure all portions of the work are coordinated and completed in compliance with the Plans and Specifications. The Contractor assumes full responsibility for all means, methods, sequences, techniques or procedures of construction, and to safety precautions or programs incidental thereto. 1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full -size set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES 1- 05.4(1) ROADWAY AND UTILITY SURVEYS (APWA ONLY) Add the following: The Consultant will establish the line and grade of proposed construction by offset stakes. The Consultant will establish the centerline for minor structures and establish bench marks at convenient locations for use by the Contractor. The Contractor shall establish grades from the Consultant's stakes at suitable intervals in accordance with good practice and which meet with the approval of the Engineer. Where any information on the Plans is insufficient for establishing line and /or grade, the Contractor shall request additional information from the Consultant. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are directed by the Engineer. The Consultant will perform all surveying necessary to check compliance with the Specifications and as required for measuring the quantities of work as specified. The Contractor shall furnish assistance to the Engineer in checking depth and measuring quantities for payment purposes. Any charges incurred by the Consultant to replace stakes, markers, and monumentation which were not to be disturbed, but were damaged by the Contractor's operations, shall be calculated on an hourly basis at the Consultant's normal hourly billing rates in effect at that Z: \JAN \SPECS \04087A- Phl- YK.wpd 7_9 time for the individuals and equipment required to do the work, including travel time and overtime. The Contractor does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Consultant's line and grade, will not be allowed unless the original control points set by the Consultant still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Consultant. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer and Consultant. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1- 05.4(3) CONSTRUCTION STAKING REQUESTS (NEW SECTION) The following new section shall be added to the Standard Specifications: All staking requests shall be made on the "Construction Staking Request Form" found on the following page. The form shall be delivered or faxed to the Consultant's office at least three (3) working days prior to the date requested for staking. The Contractor shall provide a brief description of the staking needed, the approximate location (station to station), and when the staking will be required. The request shall be reviewed with the Consultant and both parties shall sign the form. When the staking is completed, the survey party chief will initial and date the form. Requests for re- stakes shall be marked boldly in the description and initialed by both the Contractor and the Consultant . 1 -05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The following new section shall be added to the Standard Specifications: If, within one year after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non - defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.7 of these Specifications. Z: \JAN \SPECS \04087A -Ph 1- YK.wpd 7 -1 0 CONSTRUCTION STAKING REQUEST FORM FAX to (509) 965 -3800 Attn: Eric Herzog, PLS Project: CITY OF YAKIMA City Project No. 2103 NORTH FRONT STREET HLA Project No. 04087A HISTORIC DISTRICT - PHASE 1 - UTILITY RENOVATIONS Contractor: Date of Request: Time of Request The Contractor shall provide at least three (3) working days notice as required by the Contract Special Provisions. WHEN REQUIRED ITEM DESCRIPTION STATION TO STATION DATE TIME 1. 2. 3. 4. SIGNATURES STAKING COMPLETED Item By Date /Time 1. Huibregtse, Lowman Associates, Inc. 2. 3. Contractor 4. Z: \JAN \S PECS \04087A -Phi - YK.wpd 7-11 The Contractor agrees the above one -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1- 05.11(1) SUBSTANTIAL COMPLETION DATE (APWA ONLY) Add the following: To be considered substantially complete, the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. 1 -05.16 WATER AND POWER (APWA ONLY) Add the following: Water for compaction and dust control purpose shall be furnished and applied in accordance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 LAWS TO BE OBSERVED Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or material man) violated a legal requirement. Z:\JAN \SPECS \04087A -Ph l - YK.wpd 7 -12 1- 07.9(5) REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1- 07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC • Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1 -07.15 TEMPORARY WATER POLLUTION /EROSION CONTROL Replace the second paragraph with the following: The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. Payment for all work necessary to comply with Section 1 -07.15 shall be included in other various bid items, and no separate payment shall be made. 1 -07.16 PROTECTION AND RESTORATION OF PROPERTY 1- 07.16(1) PRIVATE /PUBLIC PROPERTY This section is supplemented with the following: Stockpiling in City of Yakima right -of -way or on existing or new improvements shall not occur unless approved by the Engineer. All stockpile sites shall be restored to as their original condition or better. The Contractor shall contact all property owners and tenants in the vicinity of this project, via newsletter /mailing, a minimum of one (1) week prior to start of construction. The newsletter /mailing shall advise the owners and tenants of the construction schedule and indicate the Contractor's name, contact person, and telephone numbers. 1-07.17 UTILITIES AND SIMILAR FACILITIES Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate thepresence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. 7' 1 3 Z: \JAN \SPECS \04087A -Phi- YK.wpd The Contractor shall call the Utility Notification Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) Add the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc., and all subcontractors as "additional insured's" and shall stipulate that the policies named thereon cannot be canceled unless at least twenty (20) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC This Section shall be supplemented with the following: Add the following to the third paragraph: The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open. Z: \JAN1SPECS \04087A -Ph 1- YK.wpd 7 -14 Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. To minimize the disruption to access to adjacent properties, and to Yakima Transit operations, any lane closure area shall be limited to that area of active work and necessary for appropriate lane closure tapers. The Contractor shall stage work to maintain access to and egress from all properties at all times. A safe pedestrian access shall be provided at all times through or around the current work areas. 411 lane closures shall be coordinated with the adjacent businesses, other contractors w orking / lane closures shall be coordinated with the adjacent NUJIIIVJJVJ, other contractors working within the project vicinity, local transit agencies and the City of Yakima. Where, in the opinion of the Engineer, parking is a hazard to through traffic or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the City and placed by the Contractor. The Contractor shall be responsible for and shall maintain all such signs. The replacement of signs restricting parking shall be as approved by the Engineer. The Contractor shall notify all property owners and tenants of detours, street and alley closures, or other restrictions that may interfere with their access. Notification shall be at least twenty -four (24) hours in advance for residential property, and at least forty -eight (48) hours in advance for commercial property. Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. In addition, the Contractor shall coordinate his activities with all disposal firms and transit bus service that may be operating in the project area. It is the intent of the Contract to effectively prevent the deposition of debris on streets in areas of public traffic or where such debris may be transported into a drainage system. When construction operations are such that debris from the work is deposited on the roadway surface, this debris shall be removed daily. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, The Contractor shall, upon order of the Engineer, provide facilities for and remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question, or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with Contractor's obligations is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from moneys due or to become due the Contractor next monthly estimate. The Contractor shall have not claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. 1 -07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be Z: \JAN\SPECS \04087A- Phi - YK.wpd 7-15 the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant /occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1- 08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall be executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.0(3). 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resident Engineer will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time. Z: \JAN\SPECS104087A -Ph 1- YK.wpd 7 -16 The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. 1 -08.3 PROGRESS SCHEDULE • Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. Th Contract sh p and submit to th Engineer at the preconstruction conf a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Fnnineer, as directed immPdiatPly unnn nrPnaratinn_ Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractors failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA ONLY) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. Z: \JAN \SPECS \04087A -Ph l - YK.wpd 7-17 � Washington State �I/ Department of Transportation Request to Sublet Work ❑ Subcontractor ❑ Lower Tier Subcontractor 'rime Contractor 'Federal Employer I.D. Number ` State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number * Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor • If no Federal Employerl.D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount I understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. Department of Transportation Use Oniy Percent of Total Contract ❑ DBE Li MBE ❑ WBE This Request % Remarks: Previous Requests Sublet to Date Project Engineer Date Approved - Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421 - 012 EF Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Revised 6/97 The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of the Standard Specifications. 1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following: Fifty (50) working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of all Contract work. Within 10 calendar days after execution by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all materials items deemed critical by the Contracting Agency including but not limited to utility vaults, electrical conduit, sanitary sewer and storm drain structures including special castings required for the physical completion of the contract. Such purchase orders shall disclose the estimated delivery dates for the critical material items. If the contract involves items of work which can be performed without adversely affecting the work involved with the critical material items, and which may be started prior to delivery of the critical items, the Contractor may start and physically complete that portion of the work authorized by the Engineer. The work will start on the day that the start of work is authorized by the Engineer. The Engineer may suspend the work upon request of the Contractor until the critical items are delivered to the Contractor. The Contractor will be entitled to only one such suspension of time during the performance of the work and during such suspension shall not perform any additional work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately there from adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. Delete Item f. found in the APWA Supplement. 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Z: \JAN \SPECS \04087A -Ph l - YK.wpd 7 -19 Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If the Contract work is not completed within the times specified in SECTION 1 -08.5, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1- 08.10(1) TERMINATION FOR DEFAULT in the last sentence of the fifth paragraph, replace "State of Washington, Department of Transportation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1- 09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Add the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self - printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company 1_ _ _ .111 1. _ 1 t .. J _ "home _ .__ _ LC: _ _ L J 11 overhead" shall include nurse mace overhead. 1 -09.9 PAYMENTS (APWA ONLY) Add the following: The estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Z: \JAN \SPECS \04087A - Phi- YK.wpd 7 -20 Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made. The City will submit all payable invoices to the State of Washington Traffic Safety Commission for reimbursement, and payment is anticipated to be made within 30 calendar days from said submittal. Failure - to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1 -08 Prosecution and Progress before the first payment is made. 1- 09.9(1) RETAINAGE Delete the last sentence of the second paragraph. A retainage bond will not be accepted. Add the following to the fourth paragraph: 5. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. 5. For overtime work performed by Contracting Agency personnel or its representative, per Section 1- 08.0(3). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 -08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make Z: \JAN \SPECS \04087A- Ph1- YK.wpd 7 -21 allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey e d b S 0� G to N ro'viuc adequate ai.iiJey work as required by Section 1 -V J.J. c. Failure of the Contractor to correct defective or unauthorized work (Section 1- 05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Compliance in lieu of material testing and inspection as required by Section 1 -06.3. e. Failure to submit weekly payrolls, intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and The Contractor has not protester) such disbursement_ A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15- day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1 -7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. 1- 09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Z: \JAN \SPECS \04087A -Ph1- YK.wpd 7 -22 Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1 -09.11 DISPUTES AND CLAIMS 1- 09.11(3) TIME LIMITATIONS AND JURISDICTION Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington. 1 -10 TEMPORARY TRAFFIC CONTROL 1 -10.1 GENERAL This section is supplemented with the following: Existing traffic control and other City signs that interfere with construction activities shall be removed and delivered to the City Sign Maintenance Shop. The Contractor shall notify the City five (5) working days in advance of any necessary permanent sign removal. Existing signs shall not be removed until the Contractor has provided for temporary measures sufficient to safeguard and direct traffic control and other City signs shall be the sole responsibility of the Contractor. As the work progresses and permits, temporarily relocated and /or removed traffic signs shall be reset in their permanent location by the Contractor unless otherwise noted in the special provisions. The Contractor shall notify the City five (5) working days in advance of the need for the return of signs for resetting. Permanent signs and other traffic control devices damaged or lost by the Contractor shall be replaced by the City at the Contractor's expense. 1- 10.2(2) TRAFFIC CONTROL PLANS Delete the entire section and replace with the following: Z: \JAN \SPECS104087A- Ph1- YK.wpd 7 -23 The Contractor shall prepare a signing plan showing the necessary Class A and B construction signing and barricades and traffic control devices required for the project and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that appro traffic may t left or right onto existing u ndist u rbed streets before reaching approaching traffic may turn left or right onto existing undisturbed LJ LlG JIIVVLJ before reaching the project. All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Project Temporary Traffic Control," per lump sum. 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1- 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1 -10.5 PAYMENT Section 1 -10.5 shall be revised as follows: Class A and Class B construction signs and iaborfortraffic control, including flagging when necessary, shall be considered incidental to the Contract bid item for "Project Temporary Traffic Control," per lump sum. All costs for furnishing, erecting, and maintaining Class A and Class B construction signs and for providing traffic control labor shall be included in the Contract bid item "Project Temporary Traffic Control," per lump sum, and no further payment for such work will be made. Z: \JAN \SPECS \04087A - Phi - YK.wpd 7 -24 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 DESCRIPTION This work shall consist of the removal and disposal of various existing improvements, including but not limited to: 1,350 square yards of asphalt and cement concrete pavement Other items necessary for the completion of the work. 2- 02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS The Contractor shall remove all existing pavement right of way to right of way (20 feet wide_) in the north /south and east /west alleys of the Historic Block. The approximate thickness of the existing alley pavement section is 2 -3 inches of asphalt concrete paving on 9 -10 inches of cement concrete pavement. Care shall be taken when removing pavement from around existing gas meters, phone pedestals, power pole, vaults, manholes, etc. Disposal of pavement shall be off -site at an approved waste site per the Standard Specifications. 2 -07 WATERING 2 -07.1 DESCRIPTION Add the following: The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency and the Consultant from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2 -07.3 CONSTRUCTION REQUIREMENTS Add the following new section: 2- 07.3(A) WATER SUPPLIED FROM HYDRANTS The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as permission has been granted. The Contractor shall use hydrant wrenches only to open hydrants. The hydrant valve must be open full, since a partially opened valve causes damage. A metered hydrant connection furnished by the water utility shall be used as an auxiliary vale on the outlet line for control purposes. Fire hydrant valves must be closed slowly to avoid a surge in the system, which creates undue pressure on water lines. The Contractor shall carefully note the importance of following these directions. Z: \JAN \SPECS \04087A- Phl- YK.wpd 7 -25 If a hydrant is damaged, the Contractor shall immediately notify water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. The Contractor will repair any damage resulting from the use of the hydrants by the Contractor, to the satisfaction of the water utility. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use, hl ly violation of these requirements II I llay result II II fines aI IV damage iage %J LJ resulting from i I u !c malfunctioning of damaged fire hydrants, in the event of fire. The Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. 2 -07.5 PAYMENT Replace with the following: Payment for water used for dust control, compaction, processing of base course and top course aggregates, and for other work shall be included in the other bid items involved, and no further payment shall be made. 3 -01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3 -01.2 MATERIAL SOURCES, GENERAL REQUIREMENTS Add the following: No source has been provided for any materials necessary for the construction of this improvement. The Contractor shall make his own arrangements to obtain the necessary materials at his own expense, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved. 3 -02 STOCKPILING AGGREGATES 3- 02.2(2) STOCKPILE SITE PROVIDED BY CONTRACTOR Add the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. Z: \JAN \SPECS \04087A - Phi - YK.wpd 7-26 4 -04 BALLAST AND CRUSHED SURFACING 4- 04.3(5) SHAPING AND COMPACTION Add the following: Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with testing shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt shall not proceed until density requirements are met. 5 -04 HOT MIX ASPHALT 5 -04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. The Contractor will be required to patch the existing street surfaces of North Front Street, "A" Street, the alley north of "A" Street, and parking lots, where utility trenches are shown on the Plans to be excavated and backfilled with this project. Asphalt surfaces shall be so constructed that the finished pavement will conform to the existing cross - section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. In the event no HMA is available, "cold mix" shall be provided, placed, and maintained by the Contractor until HMA is available. 5- 04.3(2) HAULING EQUIPMENT Add the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt paving operation at proper asphalt mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5- 04.3(7)A MIX DESIGN Add the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design), to the Engineer for approval at least 5 working days prior to any paving operation. 5- 04.3(10)B CONTROL Add the following: Z: \JAN \SPECS \04087A -Phl- YK.wpd 7 -27 Each course of asphalt pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM 2041. 5- 04.3(13) SURFACE SMOOTHNESS Add the following: Where directed by the Engineer, the Contractor shall feather the asphalt pavement in a manner to produce a smooth - riding connection to the existing pavement. Asphalt Pavement, HMA Class 'A' PG 64 -28 shall be utilized in the construction of the [Gall !GI GU VVI 11 IeVUVI 10 W exIJUI I pave l le, 11. All costs and expenses in connection with providing, placing, and feathering the asphalt pavement shall be incidental to and included in the unit contract price per square yard for "Asphalt Pavement Repair." 5- 04.3(15) HMA PAVEMENT Add the following: Along the line of new work, it may be necessary to partially remove existing asphalt driveways or other paved off - street areas. These driveways will then be modified and reconstructed to fit the curb and sidewalk grade and to blend into the remaining driveway. Before excavating, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line, parallel to the curb where possible. The asphalt driveways shall be constructed of Asphalt Pavement, HMA Class 'A' PG 64 -28 as specified in the Standard Specifications. 5 -04.4 MEASUREMENT Add the following: "Asphalt pavement Repair" will be measured by the square yard in place. 5 -04.5 PAYMENT Payment shall be in accordance with SECTION 5 -04.5 of the Standard Specifications with the following modifications: "Asphalt Pavement Repair," per square yard. The unit contract price for "Asphalt Pavement Repair" shall be full pay for all labor, materials, tools, and equipment necessary to perform the work as described herein and as detailed on the Plans. Z: \JAN \SPECS \04087A -Phl- YK.wpd 7-28 "Temporary Cold -Mix Patch," per ton. The unit contract price for "Temporary Cold -Mix Patch" shall be full pay for all costs required to provide, place, compact, maintain, remove, and dispose of all temporary - cold -mix patch material placed temporarily until HMA becomes available. 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.2 MATERIALS Section 7 -05.2 of the Standard Specifications shall be revised as follows: Manhole Metal Castings: All cast iron frames and covers shall be as specified in SECTION 9- 05.15(1) of these Special Provisions. All cast iron frames and covers to be used on this project shall be furnished by the Contractor. Covers for sanitary sewer shall be of the design detailed in the contract plans and with the word "SEWER" cast into the cover. Covers for storm drain catch basins type 2 with solid cover shall have the word "STORM" cast into the cover. Contractor shall provide ten (10) "SEWER" manhole covers and four (4) "STORM." Manhole covers not used in project shall be delivered to the City of Yakima Wastewater Division, 2301 Fruitvale Boulevard, Yakima, Washington. Precast Concrete Catch Basin: Catch basins shall be constructed as referenced on the detail sheet of the Plans. 7 -05.3 CONSTRUCTION REQUIREMENTS Add to the last sentence of the fifth paragraph: "over the outlet." Add to the eleventh paragraph: PVC pipe will be inserted into the new cast -in -place base using a Kor -N -Seal boot to provide a watertight connection. 7- 05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE Delete and replace with the following: Manholes, catch basins, and similar structures shall not be adjusted to final grade in this contract. Each structure shall be constructed to within a minimum of 0.5 ft. below the subgrade elevation and a temporary steel plate shall be placed over structure and backfilled to existing grade. Contractor shall reference the center of each structure from references previously established by the Contractor. The Contractor shall provide the Engineer with two copies of these measurements and references for use in locating each structure by others to adjust the structures to finish elevation. The Contractor shall determine the number of adjustment rings, ring and cover metal castings necessary to bring each structure to finish grade, and shall furnish and deliver them to the City of Yakima Shops for use on a subsequent pavement replacement contract. Z: \JAN \SPECS \04087A -Phl- YK.wpd 7 -29 7 -05.5 PAYMENT Add the following: The unit price bid for "Catch Basin, Type 2, 48 -Inch Diameter ", "Catch Basin, Type 1", and " Manholes, 48 -Inch Diameter, Type ", shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including excavation, gravel base, fitting for connection to new or existing piping, backfill, compaction, temporary cover plate and furnishing adjustment rings, metal castings neces- sary to bring each structure to finished grade. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS Delete: Second sentence 7 -08.2 Materials Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9- 03.9(3) • 7 -08.3 CONSTRUCTION REQUIREMENTS 7- 08.3(1) EXCAVATION AND PREPARATION OF TRENCH This section is supplemented with the following: The Contractor shall notify the Utility Location Request Center (One Call Center) at least 48 hours prior to start of excavation so that underground utilities may be marked. 7- 08.3(1)A TRENCHES Delete paragraph 8. 7- 08.3(1)C BEDDING THE PIPE Supplement paragraph 2 with the following: All pipe shall be bedded as shown on the Typical Trench Section of the City of Yakima Standard Details. 7- 08.3(3) BACKFILLING Add the following paragraph: Where directed by the Engineer, specifically all street crossings, trenches shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course (for Trench Backfill). 7-30 ZaJAN \SPECS \04087A -Phi- YK.wpd 7 -17 SANITARY SEWERS 7 -17.2 MATERIALS This section is supplemented with the following: Sanitary sewer pipe and related accessory materials approved for use on this project shall be as follows: Solid Wall PVC Sanitary Sewer Pipe 9- 05.12(1) Detectable Marking Tape 9 -15.18 PVC fittings for PVC sewer pipe such as tee, wyes, elbows, plugs, caps, etc., shall be flexible gasket joint fittings acceptable for use and connection to PVC sewer pipe. 7 -17.3 CONSTRUCTION REQUIREMENTS Add the following: Detectable Marking Tape per section 9 -15.18 shall be installed over all non - metallic sewer line including service lines. The tracer tape shall be placed approximately one foot above the top of the pipeline and shall extend its full length and shall be connected to a 18" length of #4 rebar buried horizontally 6" to 12" below grade marking the end of the sewer stub. 7- 17.3(2) CLEANING AND TESTING Delete 7-17.3(2)B Delete 7- 17.3(2)C Delete 7- 17.3(2)D 7- 17.3(2)H TELEVISION INSPECTION Revise the first two sentences to read: Television inspection shall be performed by the City of Yakima, Wastewater Collection Division a minimum of 10 days after the required low- pressure air test and the mandrel test have been accepted. The Contractor shall make arrangements with the City of Yakima, Wastewater Collections Division at (509)575 -6118 a minimum of ten (10) days in advance of the Television Inspection. The costs incurred in making the television inspection shall be borne by Contractor installing the sanitary sewer. 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.1 DESCRIPTION This Section shall be supplemented with the following: Add to the list of systems the following: Z: \JAN \SPECS \04087A -Phl- YK.wpd 7 -31 4. Power Company under ground power distribution facilities. 5. Private buried power service lines. 8- 20.3(5) CONDUITS This Section shall be supplemented with the following: A flat pull line (preferred) or poly rope (alternative) capable of withstanding 500 lbs. of tension, installed with 6 feet of extra line able to extend from each end of the conduit. Secure the pull line inside the ends of the conduit and cap both ends. Conduits runs shall be proofed with a mandrel that confirms 80% of the nominal conduit diameter. Smooth - walled conduit reducers, such as wedge, shall be supplied when required. All service conduit runs terminating at future service connection locations shall be capped and located marker provided. Conduit runs over 150 feet require steel sweeps. Sweep Specifications Diam. Long Radius Sweep Min. Fiberglass Wail Thickness (inches) (inches) (inches) 3 36 .070 4 36 .096 5 48 .110 6 48 or 60 .110 Additional Requirements for Fiberglass Sweeps: 1. Each sweep requires two factory- attached PVC, extra -deep, fabricated expanded bell- ends. 2. Sweeps must meet UL 1684. Recommended Mandrel Sizes for Conduit Proofing Conduit Nom. Diam. Mandrel Diam. Mandrel Length Proof (Inches) (Inches) (Inches) %) 2 1.62 2.25 81 3 2.5 3.25 83 4 n r 2 7 4 J..7 4.LJ 0 o l 5 4.75 5.25 92 6 5.5 6.25 92 8- 20.3(6) JUNCTION BOXES, CABLE VAULTS, AND PULL BOXES This Section shall be supplemented with the following: Z: \JAN \SPECS \04087A- Phl- YK.wpd 7 -32 Single Phase Transformer vault shall meet the dimensions and requirements of a PacifiCorp GV 501 C "Manhole, 4' x 4' ". Three -Phase Sectionalizer Cabinet shall meet the dimensions and requirements of a PacifiCorp GV 221 A "Padvault, Three -Phase Sectionalizing Cabinet ". Three -Phase Transformer vault shall meet the dimensions and requirements of a PacifiCorp GV 151 A "Padvault with Access, Standard (84 ") ." 8 -20.5 PAYMENT Section 8 -20.5 shall be supplemented with the following: "Power Company Underground System," per lump sum. The lump sum contract price for "Power Company Underground System" shall be full pay for the construction of the complete electrical system as detailed on the Plans and as herein specified including excavation, backfilling, foundation bedding, precast concrete vaults, conduits, type 2 bollards, fittings, pull strings, and testing. 9 -05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS 9 -05.15 METAL CASTINGS 9- 05.15(1) MANHOLE RING AND COVER This section is supplemented with the following: Cast iron covers shall be custom manufactured to appear as shown in the plan details. The cover shall be the same diameter and thickness to be interchangeable with the City of Yakima's Standard Casting, MH 33Y Ring and Yakima Blank Cover, as supplied by Olympic Foundry. Z: \JAN \SPECS \04087A- Phl- YK.wpd 7 -33 SECTION 8 - WSDOT STANDARD PLANS, AND PACIFICORP VAULT DETAILS Z: \JAN \SPECS \04087A -Ph 1- YK.wpd 8-1 . �� � NOTES 1 AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM • � AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20 ". KNOCKOUTS FRAME AND VANED GRATE SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. ,jd 3 p•. , 2p,, 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. S „ 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS q MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. ikllr, h 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 6" OR 12" Oil ONE #3 BAR HOOP FOR 6" TWO #3 BAR HOOPS FOR 12" RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE 4 �t.61 6.9k'N??„ DIAMETER `c✓ �, A0 / OT� PLAIN CONCRETE 12 SEW J• !pi. �yQl / ALL METAL PIPE 15 "�5° ss 0. Q CPSSP * 12" of C r - 1 00 ,414 • (STD. SPEC. 9 -05.20) ?'o sse`s ` o C� #3 BAR EACH CORNER (STD. SPEC. 9 -05.12(1)) 15 �� s �ONAL �� 18" MIN. Z PROFILE WALL PVC 1 EXPIRES JULY I, 2005 (STD. SPEC. 9 -05.12(2)) c4 * CORRUGATED POLYETHYLENE CATCH BASIN TYPE 1 #3 BAR HOOP STORM SEWER PIPE STANDARD PLAN B -1 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION "v Harold J. Peterfeso 07 -21 -03 NOME i, mpM1,S NOTAL EOK ENOINFE WN000CV"EVT BUT ANOECIMM'IO00PUGIC $TAT. DESIGN ENGINEER LUTE PRECAST BASE SECTION "I` ° " °" '° °°r'"E`N°I °' ""°"`"°"�`"' """" "°"''°'"°'"" "'" co wdhlngto^ 5m. D.parlmrnt Tmmpmt0Ywn W OF MOM, OTONOTATEOFPARfNEMOF iHM'OP0.4IA>ICN ACOPYANYEEOBTAWPD WON MOM,' ■ NOTES CATCH BASIN FRAME AND VANED GRATE 1 No steps are required when height is 4' or less. OR MANHOLE RING AND COVER 2. The bottom of the precast catch basin may be sloped to HANDHOLD facilitate cleaning. ' \� 4 0 ff 3, Frame and grate may be Installed with flange down or N g I 5 1 RECTANGULAR ADJUSTMENT SECTION cast into adjustment, section, NS I ° I A, ® OR CIRCULAR ADJUSTMENT SECTION 4, Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between NI . 74.1,111 FLAT SLAB TOP the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Std. Spec. 9 -04.3. CATCH BASIN DIMENSIONS 48 ", 54 ", 60 ", 72 ", OR 98" CATCH MAXIMUM MINIMUM BASE REINFORCING STEEL MORTAR (TYP.) BASIN WALL BASE KNOCKOUT DISTANCE In IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETNEEN ®tunm KNOCKOUTS INTEGRAL SEPARATE MIME STEPS OR 48" 4" 8" 38" 8" 0.15 0.23 LADDER 54" 4.5" 8" 42" 8" 0.19 0.19 80" 5" 8" 48" 8" 0.25 0.25 72" 8" 8" 60" 12" 0.24 0.35 a — 'T — 96" 8" 12" 84" 12" 0.29 0.39 Ili — mat/ 9 "vti ., 2 1" MIN. o MORTAR ` �t t 2.5" MAX. • o REINFORCING STEEL PIPE ALLOWANCES FILLET of ° " PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER w T I 12" CATC r -.- r- r- r-o - -cri frpl asr ^r -l BASIN CONCRETE ALL SOLID PROFILE . � � W � I T DIAMETER CPSSP WALL WALL A C �SHy[ .. -8" PVC C 'D PVC OO „ yF� gt.., L 48" 24" 30" 24" 27" 30 " 54 „ 30 „ 36 30 27 36 SEPARATE BASE INTEGRAL BASE "'" METAL 1Q CAST IN PLACE PRECAST WITH RISER — A , 4' f °c,,,, °c,,,, , s 60" 38" 42" 36" 38" 42" cA :0 V "0" RING — 72" 42" 54" 42" 36" 48" L GRAVEL BACKFILL FOR PIPE ZONE BEDDING 12" 96" 80" 72" 60" 38" 48" 1 EXPIRES JULY I, 2003 =rte vi.- r -r " A . . ° 1Q CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9 -05.20) CATCH BASIN TYPE .. _�� Q (Std. Spec. 9-05.12(1)) ® (Std. Spec. 9- 05.12(2)) SEPARATE BASE STANDARD PLAN B-le PRECAST SHEET 1 OF 1 SHEET NOM mmwANwN OrAteau wwNCRIM2Daw .mN 'IN .wowmavKawucaE APPROVED FOR PUBLICATION 771EQ OM. aONEOITMEDVOMFRMOAANOV EOGOItWIU.170N,3N 1:70VRIS AT SNEwA9M.7 1213TATEOFDARIENrOFTR.WSMM00nW. ACP.1 .1'BE WANED URN REOIE9i. Harold J, Peterfaso 01.2842 STATE DESIGN ENGINEER DATE 8/01 00000 PIPE ALLOWANCES TABLE MS Washington Slate Dopaatment of Transportation DATE REVISION 80 -/' NOTES 1. When bolt down grates are specified in the Contract, provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt down slots varies among different manufacturers. 2. Refer to Standard Specification 9 -05.15(2) for additional requirements. 8 LEVELING PADS 3. For frame details, see Standard Plan B-2a. i 2., x 1 1/8" X 1/8" 4. The thickness of the grate shall not exceed 1 518 ". I - I 1i I I_J O O m ni iy, o ol w 314" o I F iu 1 1/4" 0 rn to iS \ I \ 1" OPENING (TYP.) '` \ SLOT DETAIL S EW J. Cf'I O - - O i S. O p WAS4. I ' 1 5 Q tt, , ° t% . , 7 e % .I 0 1559 p 0 4 A � ' 6 1S TS" " t� ss 1ONAL - 24" 1 EXPIRES JULY 1, 2003 1 HERRINGBONE GRATE FOR SEE SLOT DETAIL & NOTE 1 CATCH BASIN AND INLET STANDARD PLAN B -2d SHEET 1 OF 1 SHEET NOM TIII9 MAN I5NO7AlEdLLWUMEOtlNa DOCUMENT EUTAN ELECTRON= OM/GM APPROVED FOR PUBLICATION TIE ORw.A.,SIONEneyTHE 9NOMNEFAANOAAVOVEnpORFUouGnoN, I 9 IPPT ON FIE =;NEST ""°'°T""'°"'"°'"'''' 'A''' AL4PY1NYpE'''''''' Harold J. Peterfeso 06 -17 -02 _ STATE DESIGN ENGINEER DATA q v - Washington Stan Deportment at Transportation it Steel cap plate !' 1/2" -' , Z l Reflective !� - tape Mel N � I I I a 1 1 Steel pipe 1 Finish grade I I 6" x I/," 0IA • Steel bar- 6 „ x DIA b 1 — %s" Drilled hole Concrete footing round or square FRONT VIEW SIDE VIEW 1 ' - 2' /2" Round or square 311 POST SECTION A -A ' I TYPE 2 BOLLARD A A Concrete footing round or square PLAN Padvault, Three -Phase Transformer GV 151 — RCMS Code: BA • Configuration SI # Code - With Access, Standard (84 ") .... 1790023 A Without Access, Standard (84 ") .. 1790024 B With Access, Wide (96 ") 1008977 C (35 kV, 2000 kVA and above) Without Access, Wide (96 ") 1008975 D (35 kV, 2000 kVA and above) � t .- p° O ° ? S -..,4": N 1 .�G. O Cs" :". C12-S 0 G,e 1v 1i. S .\1 ��. pQl /\ - OCT-� ti -s.,.. / O I `� �1S S ..40", O :411110716:% iie . ilb. 111116 0.. ,... ff IpNp1n569S� 4....6. ROxIMAB SE456p 695 APANpARp t p Op 605' 101%1 51 pA 45 6 9 5 111 5._E91,, 52 - t t ,_r � �� % a N . 1 Sls 14 -• ; -c _ .0"0",5:0" RJR Nc ti ." w °tir try Figure 1 — Padvault with Access Distribution 11 PACIFICORP Construction Standard Padvault, Three -Phase © 1998 by PacifiCorp. All rights reserved. PACIFIC POWER UTAH POWER Transformer Engineer (C. Richardson): GV 151 Stds Team Leader (D. Jones): ,Rer 3 Dec 9 8 Page 1 of 2 Padvault, Three -Phase Sectionalizing Cabinet GV 221 a RCMS Code: BA Class SI # Code _ 15 kV 1720630 A t f 25 &35 kV ... 1008972 B 11 1 '0% `61 0 4-- pJ-C 5 _6 ' _ O� �S .- O p�S OtP -pG - 1• �� / Opp ,,c, .Pam -pPl \ •'ic :G� -i \ \ \ / ..ZpyPGi"S ` N. < f ir Arg 4 IG �t�L��IG��'LIG� '/a .4.701§7.-74, : ,� L,�LICrL G �C�G.. , <I SIC �CIL�-� i G� C r II TE wEIG ;: i i .1 .:!; . P ROXIM O Los. ? i`. EA 470 L 85' 141 , -6- �: To, 26 t ; i .' 4 —0 .:i 1 I / I P_ S` 0‘ �pG� �p O ' A ,2 N ,.„. . i1 • Figure 1 —15 kV Padvault i Distribution * PAC0FICORP Construction Standard Padvault, Three -Phase PACIFIC POWER UTAH POWER ....'"14:2 Sectionalizing Cabinet 1 Engineer (C. Richardson): Stds Team Leader (D. Jones): f�� i 29 De 98 Page 1 of 2 I II Manhole, 4' x 4' GV 501 _ RCMS Code: BA Cover SI # Code Incidental Traffic 1790001 .... A Full Traffic 1790003 .... B Single -Phase Transformer . _ 1790002 .... C 3631" 36 �/+ `L 26+ P. /fr. , 00 1111 -:r 1111111 1 i 4I■ II% 4itt* 000 be 1 \r,�� X1/1/ \ %00r/ 6- 5 6 • ..._, s 5 6 incidental / w - e Traffic � Transformer Approximate weights ` y My Base 37 Ib l Top 1275 Ib I ‘4111111.7 Approximate weights Base 3720 Ib I Top 1467 Ib Full Traffic Access Cover 36" Dia. Clear Access Opening 49 1/4" Dia. 1" recess for Cover /, a i ii iii141 1° 1 100 'i 04 00 IO Full Traffic • Approximate weights I Base 3720 Ib Top 778 lb I Distribution % PACIFICORP Construction Standard Equipment Bases and PACIFIC POWER UTAH POWER Enclosures Engineer (D. Ward): 40- %opil Mat GV 501 -511 Stds Team Leader (D. Jones): 8 Feb 97 Standards Services (M. Brimhall): 4yr-31 Page 1 of 2 A Manhole ring and cover x - •. °. NOTES: < 16" MAX .ve 4" MIN _ Circular adjustment section a•• 1. Knockouts shall have a wall thickness of 2 "' minimum W �'— to 2 /z" maximum. N ° V•. a Eccentric cone section a ° r 12" (TVP) MANHOLE DIMENSION TABLE 46 ". 54 ", or 60" y : o : MINIM BASE REINFORCING STEEL WALL BASE MAXIMUM DISTANCE '— # DIA KNOCKOUT SO IN /FT EACH DIRECTION ,, THICKNESS THICKNESS SIZE BETWEEN z a KNOCKOUTS INTEGRAL BASE SEPARATE BASE — c;'. 48" 4" 6" 36" 8" 0.15 0.23 ro n ° 94" 4 /p" 8" 42" 8' 0.19 0.19 �, — — Precast riser sections __ — 60" 5'" 8" 48" 8" 0.25 0.25 ..t Steps or ladder ° Q . ° V•. 1 u 2" MAX ,( 24:1 Slope • . ` , 5 Channel and shelf MANHOLE TYPE 1 Mortar Fillet Reinforcing steel A : a . ,,, ,,,. .....„— —i fk , : ..... 121 6 1 MIN 1 2V2" MAX PRECAST BASE WITH INTEGRAL RISER SEPARATE CAST IN PLACE BASE / "0" Ring Grovel backfill for ` 12» pipe zone bedding illiiii 1 SEPARATE PRECAST BASE