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R-2001-107 Reroofing Car barn
RESOLUTION NO. R-2001- 107 A RESOLUTION authorizing and directing the City Manager and City Clerk of the City of Yakima to execute a contract with Wardell Architects, P.S. for Design Services for re- roofing the Yakima Valley Transportation (YVT) Co. Substation Building and Maintenance (Car barn) Building at 306 West Pine Street, Yakima, Washington. WHEREAS, the City of Yakima desires to protect from damage and further deterioration the above Historically Registered facilities and the contents thereof, and WHEREAS, the Yakima City Council deems it to be in the best interest of the city that the attached contract document be executed by the City of Yakima, accordingly, now therefore. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager and City Clerk of the City of Yakima are hereby authorized and directed to execute a contract with Wardell Architects, P.S. mentioned above, a copy of which agreement is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this 17th day of July , 2001. 3 - 3:39 PM Abbreviated Standard Form of Agreement Between Owner and Architect AIA Document B151 -1997 1997 Edition - Electronic Format This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401 This document has been approved and endorsed by the American Subcontractors Association and the Associated Specialty Contractors, Inc. Copyright 1974, 1978, 1987, ©1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. AGREEMENT made as of the 12 th day of June in the year 2001. (In words, indicate day, month and year) BETWEEN the Architect's client identified as the Owner (Name, address and other information) City of Yakima 129 North 2nd Street Yakima, WA 98901 and the Architect: (Name, address and other information) Wardell Architects, P.S. 509 West Chestnut Yakima, WA 98902 For the following Project: (Include detailed description of Project, location and address) Re -roofing of the Yakima Trolley Buildings 306 West Pine Yakima, WA 98902 The Owner and Architect agree as follows. ARTICLE 1 ARCHITECT'S RESPONSIBILITIES 1.1 The services performed by the Architect, Architect's employees and Architect's consultants shall be as enumerated in Articles 2, 3 and 12. 1.2 The Architect's services shall be performed as expeditiously as is consistent with professional skill and care and the orderly progress of the Project. The Architect shall submit for the Owner's approval a schedule for the performance of the Architect's services which may be adjusted as the Project proceeds. This schedule shall include allowances for periods of time required for the Owner's review and for approval of submissions by authorities having jurisdiction over the Project. Time limits established by this schedule approved by the Owner shall not, except for reasonable cause, be exceeded by the Architect or Owner. 1.3 The Architect shall designate a representative authorized to act on behalf of the Architect with respect to the Project. 1.4 The services covered by this Agreement are subject to the time limitations contained in Subparagraph 11.5.1. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copynght laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #1 ARTICLE 2 SCOPE OF ARCHITECT'S BASIC SERVICES 2.1 DEFINITION The Architect's Basic Services consist of those described in Paragraphs 2.2 through 2.6 and any other services identified in Article 12 as part of Basic Services, and include normal structural, •• • .. . . . - - - : engineering services. 2.2 SCHEMATIC DESIGN PHASE 2.2.1 For purposes of this contract Schematic and Design Development Phases shall be combined into one Design Phase.The- 2.2.2 The Architect -shall provide -a -prelims -evaluation -ef -the Owner's schedule -and construction budget 2.2.3 2.2.4 for-appreval-by-the Owner,-Sehematie-Design mnts-consisting-ef-Ehawings and-ether-doeuments-illustrating-the-seale and 2.2.5 The Architect shall-submit-te-the Owner -ate estimate -of Gen ction-Gest-based-en current area,-velume-er- 2.3 DESIGN DEVELOPMENT PHASE 2.3.1 Based on the approved Schematic Design-Deeuments roofing concept and any adjustments authorized by the Owner in the program, schedule or construction budget, the Architect shall prepare, for approval by the Owner, Design Development Documents consisting of drawings and other documents to fix and describe the size and character of the Project as to architectural, structural, mechanical and electrical systems, materials and such other elements as may be appropriate. 2.3.2 The Architect shall advise the Owner of any adjustments to the preliminary estimate of Construction Cost. 2.4 CONSTRUCTION DOCUMENTS PHASE 2.4.1 Based on the approved Design Development Documents and any further adjustments in the scope or quality of the Project or in the construction budget authorized by the Owner, the Architect shall prepare, for approval by the Owner, Construction Documents consisting of Drawings and Specifications setting forth in detail the requirements for the construction of the Project. 2.4.2 The Architect shall assist the Owner in the preparation of the necessary bidding information, bidding forms, the Conditions of the Contract, and the form of Agreement between the Owner and Contractor 2.4.3 The Architect shall advise the Owner of any adjustments to previous preliminary estimates of Construction Cost indicated by changes in requirements or general market conditions. 2.4.4 The Architect shall assist the Owner in connection with the Owner's responsibility for filing documents required for the approval of governmental authorities having jurisdiction over the Project. 2.5 BIDDING OR NEGOTIATION PHASE The Architect, following the Owner's approval of the Construction Documents and of the latest preliminary estimate of Construction Cost, shall assist the Owner in obtaining bids or negotiated proposals and assist in awarding and preparing contracts for construction. 2.6 CONSTRUCTION PHASED --ADMINISTRATION OF THE CONSTRUCTION CONTRACT 2.6.1 The Architect's responsibility to provide Basic Services for the Construction Phase under this Agreement commences AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #2 with the award of the initial Contract for Construction and terminates at the earlier of the issuance to the Owner of the final Certificate for Payment or 60 days after the date of Substantial Completion of the Work. 2.6.2 The Architect shall provide administration of the Contract for Construction as set forth below and in the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement, unless otherwise provided in this Agreement. Modifications made to the General Conditions, when adopted as part of the Contract Documents, shall be enforceable under this Agreement only to the extent that they are consistent with this Agreement or approved in writing by the Architect. 2.6.3 Duties, responsibilities and limitations of authority of the Architect under this Paragraph 2.6 shall not be restricted, modified or extended without written agreement of the Owner and Architect with consent of the Contractor, which consent will not be unreasonably withheld. 2.6.4 The Architect shall be a representative of and shall advise and consult with the Owner during the administration of the Contract for Construction. The Architect shall have authority to act on behalf of the Owner only to the extent provided in this Agreement unless otherwise modified by written amendment. 2.6.5 The Architect, as a representative of the Owner, shall visit the site at intervals appropriate to the stage of the Contractor's operations, or as otherwise agreed by the Owner and the Architect in Article 12, (1) to become generally familiar with and to keep the Owner informed about the progress and quality of the portion of the Work completed, (2) to endeavor to guard the Owner against defects and deficiencies in the Work, and (3) to determine in general if the Work is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect shall not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect shall neither have control over or charge of, nor be responsible for, the construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents. 2.6.6 The Architect shall report to the Owner known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor. However, the Architect shall not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect shall be responsible for the Architect's negligent acts or omissions, but shall not have control over or charge of and shall not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons or entities performing portions of the Work. 2.6.7 The Architect shall at all times have access to the Work wherever it is in preparation or progress. 2.6.8 Except as otherwise provided in this Agreement or when direct communications have been specially authorized, the Owner shall endeavor to communicate with the Contractor through the Architect about matters arising out of or relating to the Contract Documents. Communications by and with the Architect's consultants shall be through the Architect. 2.6.9 CERTIFICATES FOR PAYMENT 2.6.9.1 The Architect shall review and certify the amounts due the Contractor and shall issue certificates in such amounts. 2.6.9.2 The Architect's certification for payment shall constitute a representation to the Owner, based on the Architect's evaluation of the Work as provided in Subparagraph 2.6.5 and on the data comprising the Contractor's Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Architect's knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject (1) to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, (2) to results of subsequent tests and inspections, (3) to correction of minor deviations from the Contract Documents prior to completion, and (4) to specific qualifications expressed by the Architect. 2.6.9.3 The issuance of a Certificate for Payment shall not be a representation that the Architect has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and MA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D C. 20006-5292. WARNING. Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with percussion of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #3 other data requested by the Owner to substantiate the Contractor's right to payment, or (4) ascertained how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. 2.6.10 The Architect shall have authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect shall have authority to require inspection or testing of the Work in accordance with the provisions of the Contract Documents, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees or other persons or entities performing portions of the Work. 2.6.11 The Architect shall review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action shall be taken with such reasonable promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors, while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 2.6.12 If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of the Contractor by the Contract Documents, the Architect shall specify appropriate performance and design criteria that such services must satisfy Shop Drawings and other submittals related to the Work designed or certified by the design professional retained by the Contractor shall bear such professional's written approval when submitted to the Architect. The Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals. 2.6.13 The Architect shall prepare Change Orders and Construction Change Directives, with supporting documentation and data if deemed necessary by the Architect as provided in Subparagraphs 3.1.1 and 3.3.3, for the Owner's approval and execution in accordance with the Contract Documents, and may authorize minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time which are consistent with the intent of the Contract Documents. 2.6.14 The Architect shall conduct inspections to determine the date or dates of Substantial Completion and the date of final completion, shall receive from the Contractor and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract Documents and assembled by the Contractor, and shall issue a final Certificate for Payment based upon a final inspection indicating the Work complies with the requirements of the Contract Documents. 2.6.15 The Architect shall interpret and decide matters concerning performance of the Owner and Contractor under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests shall be made in writing within any time limits agreed upon or otherwise with reasonable promptness. 2.6.16 Interpretations and decisions of the Architect shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall be in writing or in the form of drawings. When making such interpretations and initial decisions, the Architect shall endeavor to secure faithful performance by both Owner and Contractor, shall not show partiality to either, and shall not be liable for results of interpretations or decisions so rendered in good faith. 2.6.17 The Architect shall render initial decisions on claims, disputes or other matters in question between the Owner and Contractor as provided in the Contract Documents. However, the Architect's decisions on matters relating to aesthetic effect shall be final if consistent with the intent expressed in the Contract Documents. 2.6.18 The Architect's decisions on claims, disputes or other matters in question between the Owner and Contractor, except for those relating to aesthetic effect as provided in Subparagraph 2.6.17, shall be subject to mediation and arbitration as provided in this Agreement and in the Contract Documents. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING. Unlicensed photocopying violates U.S. copynght laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #4 ARTICLE 3 ADDITIONAL SERVICES 3.1 GENERAL 3.1.1 The services described in this Article 3 are not included in Basic Services unless so identified in Article 12, and they shall be paid for by the Owner as provided in this Agreement, in addition to the compensation for Basic Services. The services described under Paragraphs 3.2 and 3.4 shall only be provided if authorized or confirmed in writing by the Owner. If services described under Contingent Additional Services in Paragraph 3.3 are required due to circumstances beyond the Architect's control, the Architect shall notify the Owner prior to commencing such services. If the Owner deems that such services described under Paragraph 3.3 are not required, the Owner shall give prompt written notice to the Architect. If the Owner indicates in writing that all or part of such Contingent Additional Services are not required, the Architect shall have no obligation to provide those services. 3.2 PROJECT REPRESENTATION BEYOND BASIC SERVICES 3.2.1 If more extensive representation at the site than is described in Subparagraph 2.6.5 is required, the Architect shall provide one or more Project Representatives to assist in carrying out such additional on-site responsibilities. 3.2.2 Project Representatives shall be selected, employed and directed by the Architect, and the Architect shall be compensated therefor as agreed by the Owner and Architect. The duties, responsibilities and limitations of authority of Project Representatives shall be as described in the edition of AIA Document B352 current as of the date of this Agreement, unless otherwise agreed. 3.2.3 Through the presence at the site of such Project Representatives, the Architect shall endeavor to provide further protection for the Owner against defects and deficiencies in the Work, but the furnishing of such project representation shall not modify the rights, responsibilities or obligations of the Architect as described elsewhere in this Agreement. 3.3 CONTINGENT ADDITIONAL SERVICES 3.3.1 Making revisions in drawings, specifications or other documents when such revisions are: .1 inconsistent with approvals or instructions previously given by the Owner, including revisions made necessary by adjustments in the Owner's program or Project budget; .2 required by the enactment or revision of codes, laws or regulations subsequent to the preparation of such documents; or .3 due to changes required as a result of the Owner's failure to render decisions in a timely manner. 3.3.2 Providing services required because of significant changes in the Project including, but not limited to, size, quality, complexity, the Owner's schedule, or the method of bidding or negotiating and contracting for construction, except for services required under Subparagraph 5.2.5 3.3.3 Preparing Drawings, Specifications and other documentation and supporting data, evaluating Contractor's proposals, and providing other services in connection with Change Orders and Construction Change Directives. 3.3.4 Providing services in connection with evaluating substitutions proposed by the Contractor and making subsequent revisions to Drawings, Specifications and other documentation resulting therefrom. 3.3.5 Providing consultation concerning replacement of Work damaged by fire or other cause during construction, and furnishing services required in connection with the replacement of such Work. 3.3.6 Providing services made necessary by the default of the Contractor, by major defects or deficiencies in the Work of the Contractor, or by failure of performance of either the Owner or Contractor under the Contract for Construction. 3.3.7 Providing services in evaluating an extensive number of claims submitted by the Contractor or others in connection with the Work. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D,C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #5 3.3.8 Providing services in connection with a public hearing, a dispute resolution proceeding or a legal proceeding except where the Architect is party thereto. 3.3.9 Preparing documents for alternate, separate or sequential bids or providing services in connection with bidding, negotiation or construction prior to the completion of the Construction Documents Phase. 3.4 OPTIONAL ADDITIONAL SERVICES 3.4.1 Providing analyses of the Owner's needs and programming the requirements of the Project. 3.4.2 Providing financial feasibility or other special studies. 3.4.3 Providing planning surveys, site evaluations or comparative studies of prospective sites. 3.4.4 Providing special surveys, environmental studies and submissions required for approvals of governmental authorities or others having jurisdiction over the Project. 3.4.5 Providing services relative to future facilities, systems and equipment. 3.4.6 Providing services to investigate existing conditions or facilities or to make measured drawings thereof 3.4.7 Providing services to verify the accuracy of drawings or other information furnished by the Owner. 3.4.8 Providing coordination of construction performed by separate contractors or by the Owner's own forces and coordination of services required in connection with construction performed and equipment supplied by the Owner 3.4.9 Providing services in connection with the work of a construction manager or separate consultants retained by the Owner. 3.4.10 Providing detailed estimates of Construction Cost. 3.4.11 Providing detailed quantity surveys or inventories of material, equipment and labor. 3.4.12 Providing analyses of owning and operating costs. 3.4.13 Providing interior design and other similar services required for or in connection with the selection, procurement or installation of furniture, furnishings and related equipment. 3.4.14 Providing services for planning tenant or rental spaces. 3.4.15 Making investigations, inventories of materials or equipment, or valuations and detailed appraisals of existing facilities. 3.4.16 Preparing a set of reproducible record drawings showing significant changes in the Work made during construction based on marked -up prints, drawings and other data furnished by the Contractor to the Architect. 3.4.17 Providing assistance in the utilization of equipment or systems such as testing, adjusting and balancing, preparation of operation and maintenance manuals, training personnel for operation and maintenance, and consultation during operation. 3.4.18 Providing services after issuance to the Owner of the final Certificate for Payment, or in the absence of a final Certificate for Payment, more than 60 days after the date of Substantial Completion of the Work. 3.4.19 Providing services of consultants for other than architectural, structural, mechanical and electrical engineering portions of the Project provided as a part of Basic Services. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #6 3.4.20 Providing any other services not otherwise included in this Agreement or not customarily furnished in accordance with generally accepted architectural practice. ARTICLE 4 OWNER'S RESPONSIBILITIES 4.1 The Owner shall provide full information in a timely manner regarding requirements for and limitations on the Project, including a written program which shall set forth the Owner's objectives, schedule, constraints and criteria, including space requirements and relationships, flexibility, expandability, special equipment, systems and site requirements. The Owner shall furnish to the Architect, within 15 days after receipt of a written request, information necessary and relevant for the Architect to evaluate, give notice of or enforce lien rights. 4.2 The Owner shall establish and periodically update an overall budget for the Project, including the Construction Cost, the Owner's other costs and reasonable contingencies related to all of these costs. 4.3 The Owner shall designate a representative authorized to act on the Owner's behalf with respect to the Project. The Owner or such designated representative shall render decisions in a timely manner pertaining to documents submitted by the Architect in order to avoid unreasonable delay in the orderly and sequential progress of the Architect's services. 4.4 The Owner shall furnish surveys to describe physical characteristics, legal limitations and utility locations for the site of the Project, and a written legal description of the site. The surveys and legal information shall include, as applicable, grades and lines of streets, alleys, pavements and adjoining property and structures; adjacent drainage; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the site; locations, dimensions and necessary data with respect to existing buildings, other improvements and trees; and information concerning available utility services and lines, both public and private, above and below grade, including inverts and depths. All the information on the survey shall be referenced to a Project benchmark. 4.5 The Owner shall furnish the services of geotechnical engineers when such services are requested by the Architect. Such services may include but are not limited to test borings, test pits, determinations of soil bearing values, percolation tests, evaluations of hazardous materials, ground corrosion tests and resistivity tests, including necessary operations for anticipating subsoil conditions, with reports and appropriate recommendations. 4.6 The Owner shall furnish the services of consultants other than those designated in Paragraph 4.5 when such services are requested by the Architect and are reasonably required by the scope of the Project. 4.7 The Owner shall furnish structural, mechanical, and chemical tests; tests for air and water pollution; tests for hazardous materials; and other laboratory and environmental tests, inspections and reports required by law or the Contract Documents. 4.8 The Owner shall furnish all legal, accounting and insurance services that may be necessary at any time for the Project to meet the Owner's needs and interests. Such services shall include auditing services the Owner may require to verify the Contractor's Applications for Payment or to ascertain how or for what purposes the Contractor has used the money paid by or on behalf of the Owner. 4.9 The services, information, surveys and reports required by Paragraphs 4.4 through 4.8 shall be furnished at the Owner's expense, and the Architect shall be entitled to rely upon the accuracy and completeness thereof. 4.10 The Owner shall provide prompt written notice to the Architect if the Owner becomes aware of any fault or defect in the Project, including any errors, omissions or inconsistencies in the Architect's Instruments of Service. ARTICLE 5 CONSTRUCTION COST 5.1 DEFINITION 5.1.1 The Construction Cost shall be the total cost or, to the extent the Project is not completed, the estimated cost to the Owner of all elements of the Project designed or specified by the Architect. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.G. 20006-5292. WARNING- Unlicensed photocopying violates U.S. copynght laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #7 5.1.2 The Construction Cost shall include the cost at current market rates of labor and materials furnished by the Owner and equipment designed, specified, selected or specially provided for by the Architect, including the costs of management or supervision of construction or installation provided by a separate construction manager or contractor, plus a reasonable allowance for their overhead and profit. In addition, a reasonable allowance for contingencies shall be included for market conditions at the time of bidding and for changes in the Work. 5.1.3 Construction Cost does not include the compensation of the Architect and the Architect's consultants, the costs of the land, rights-of-way and financing or other costs that are the responsibility of the Owner as provided in Article 4. 5.2 RESPONSIBILITY FOR CONSTRUCTION COST 5.2.1 Evaluations of the Owner's Project budget, the preliminary estimate of Construction Cost and detailed estimates of Construction Cost, if any, prepared by the Architect, represent the Architect's judgment as a design professional familiar with the construction industry. It is recognized, however, that neither the Architect nor the Owner has control over the cost of labor, materials or equipment, over the Contractor's methods of determining bid prices, or over competitive bidding, market or negotiating conditions. Accordingly, the Architect cannot and does not warrant or represent that bids or negotiated prices will not vary from the Owner's Project budget or from any estimate of Construction Cost or evaluation prepared or agreed to by the Architect. 5.2.2 No fixed limit of Construction Cost shall be established as a condition of this Agreement by the furnishing, proposal or establishment of a Project budget, unless such fixed limit has been agreed upon in writing and signed by the parties hereto. If such a fixed limit has been established, the Architect shall be permitted to include contingencies for design, bidding and price escalation, to determine what materials, equipment, component systems and types of construction are to be included in the Contract Documents, to make reasonable adjustments in the scope of the Project and to include in the Contract Documents alternate bids as may be necessary to adjust the Construction Cost to the fixed limit. Fixed limits, if any, shall be increased in the amount of an increase in the Contract Sum occurring after execution of the Contract for Construction. 5.2.3 If the Bidding or Negotiation Phase has not commenced within 90 days after the Architect submits the Construction Documents to the Owner, any Project budget or fixed limit of Construction Cost shall be adjusted to reflect changes in the general level of prices in the construction industry. 5.2.4 If a fixed limit of Construction Cost (adjusted as provided in Subparagraph 5.2.3) is exceeded by the lowest bona fide bid or negotiated proposal, the Owner shall: .1 give written approval of an increase in such fixed limit; .2 authorize rebidding or renegotiating of the Project within a reasonable time; .3 terminate in accordance with Paragraph 8.5; or .4 cooperate in revising the Project scope and quality as required to reduce the Construction Cost. 5.2.5 If the Owner chooses to proceed under Clause 5.2.4.4, the Architect, without additional compensation, shall modify the documents for which the Architect is responsible under this Agreement as necessary to comply with the fixed limit, if established as a condition of this Agreement. The modification of such documents without cost to the Owner shall be the limit of the Architect's responsibility under this Subparagraph 5.2.5. The Architect shall be entitled to compensation in accordance with this Agreement for all services performed whether or not the Construction Phase is commenced. ARTICLE 6 USE OF ARCHITECT'S INSTRUMENTS OF SERVICE 6.1 Drawings, specifications and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #8 6.2 Upon execution of this Agreement, the Architect grants to the Owner a nonexclusive license to reproduce the Architect's Instruments of Service solely for purposes of constructing, using and maintaining the Project, provided that the Owner shall comply with all obligations, including prompt payment of all sums when due, under this Agreement. The Architect shall obtain similar nonexclusive licenses from the Architect's consultants consistent with this Agreement. Any termination of this Agreement prior to completion of the Project shall terminate this license. Upon such termination, the Ownershall refrain from making further reproductions of Instruments of Service and shall return to the Architect within seven days of termination all originals and reproductions in the Owner's possession or control. If and upon the date the Architect is adjudged in default of this Agreement, the foregoing license shall be deemed terminated and replaced by a second, nonexclusive license permitting the Owner to authorize other similarly credentialed design professionals to reproduce and, where permitted by law, to make changes, corrections or additions to the Instruments of Service solely for purposes of completing, using and maintaining the Project. 6.3 Except for the licenses granted in Paragraph 6.2, no other license or right shall be deemed granted or implied under this Agreement. The Owner shall not assign, delegate, sublicense, pledge or otherwise transfer any license granted herein to another party without the prior written agreement of the Architect. However, the Owner shall be permitted to authorize the Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers to reproduce applicable portions of the Instruments of Service appropriate to and for use in their execution of the Work by license granted in Paragraph 6.2. Submission or distribution of Instruments of Service to meet official regulatory requirements or for similar purposes in connection with the Project is not to be construed as publication in derogation of the reserved rights of the Architect and the Architect's consultants. The Owner shall not use the Instruments of Service for future additions or alterations to this Project or for other projects, unless the Owner obtains the prior written agreement of the Architect and the Architect's consultants. Any unauthorized use of the Instruments of Service shall be at the Owner's sole risk and without liability to the Architect and the Architect's consultants. 6.4 Prior to the Architect providing to the Owner any Instruments of Service in electronic form or the Owner providing to the Architect any electronic data for incorporation into the Instruments of Service, the Owner and the Architect shall by separate written agreement set forth the specific conditions governing the format of such Instruments of Service or electronic data, including any special limitations or licenses not otherwise provided in this Agreement. ARTICLE 7 DISPUTE RESOLUTION 7.1 MEDIATION 7.1.1 is-the-subjeet-e€-a lien -arising out -e€ the Architect's services, -the Architect may-preeeed-in accordance -with -applicable law-te- 7.1.2 The -Owner -and Architect -shall -endeavor -to-resolve claims, -disputes -and other -maw -in -question -between -them -by mediation --o hiek unless -he partic,_mutually agree otherwise, -shal-1-be-in accordance -with -the Condtruction-Industry Motion Rules-of-the-American-Arbitratiert-4sseeiation-currently-in effect. Request for -mediation -shall -be -filed -in g -with -the other demand forte but, 4n -such event, - mediation-shall-proceed-in-advanee-efarbitration-er legal-er-requitable proceedings, which -shall -be -stayed -pending -mediation for-a-period-ef-60 days -from the-date-effrling, unless -stayed for -a -longer -period by 7.1.3 The -parties shall-sharermediater's .. .:. _ ..... ... • . .. . . Project -is -located, unless -another -locatien -is -mutually -agreed upon. Agreements reached -in -mediation -shall -be enforceable -as - 7.2 ARBITRATION 7.2.2 arbitration hieh,-unless-the-parties-mutually agrcc o sem shall-be-in-accorrdance-with-theCon on -Industry Arbzavtration- AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B 151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #9 Rules-ef-the American -Arbitration -Association currently -in effect. the -demand for -arbitration -shall -be filed -in -writing -with the 7.2.3 shall be -made within o ^able -time after the claim, dispute or r arise^. ten neo 7.2.4 Ne -arbitration -arising out -ef-er -relating 4e this Agreement -shall-include;-by -OF-joinder -or -in -tet other this Agreement-and-signed-by4he Architect, -and -any other-person-er entity -sought -fa -be r joined. -Consent-te abimQitrationn net -described -in -the written —sent -Of -with -a -person -or -entity -net-named - r -described therein. The _foregoing agreement 4e- 7.2.5 The -award -rendered -by the -arbitrator -or arbitrators -shall -be final, -and -judgment may -be -entered -open -it -in accordance 7.3 CLAIMS FOR CONSEQUENTIAL DAMAGES to this Agreement. -This -mutual waiver -is -without -limitation; 4e -all -consequential damages -due 4e either party's ARTICLE 8 TERMINATION OR SUSPENSION 8.1 If the Owner fails to make payments to the Architect in accordance with this Agreement, such failure shall be considered substantial nonperformance and cause for termination or, at the Architect's option, cause for suspension of performance of services under this Agreement. If the Architect elects to suspend services, prior to suspension of services, the Architect shall give seven days' written notice to the Owner. In the event of a suspension of services, the Architect shall have no liability to the Owner for delay or damage caused the Owner because of such suspension of services. Before resuming services, the Architect shall be paid all sums due prior to suspension and any expenses incurred in the interruption and resumption of the Architect's services. The Architect's fees for the remaining services and the time schedules shall be equitably adjusted. 8.2 If the Project is suspended by the Owner for more than 30 consecutive days, the Architect shall be compensated for services performed prior to notice of such suspension. When the Project is resumed, the Architect shall be compensated for expenses incurred in the interruption and resumption of the Architect's services. The Architect's fees for the remaining services and the time schedules shall be equitably adjusted. 8.3 If the Project is suspended or the Architect's services are suspended for more than 90 consecutive days, the Architect may terminate this Agreement by giving not less than seven days' written notice. 8.4 This Agreement may be terminated by either party upon not less than seven days' written notice should the other party fail substantially to perform in accordance with the terms of this Agreement through no fault of the party initiating the termination. 8.5 This Agreement may be terminated by the Owner upon not less than seven days' written notice to the Architect for the Owner's convenience and without cause. 8.6 In the event of termination not the fault of the Architect, the Architect shall be compensated for services performed prior to termination, together with Reimbursable Expenses then due and all Termination Expenses as defined in Paragraph 8.7. 8.7 Termination Expenses are in addition to compensation for the services of the Agreement and include expenses directly attributable to termination for which the Architect is not otherwise compensated, plus an amount for the Architect's anticipated profit on the value of the services not performed by the Architect. AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #10 ARTICLE 9 MISCELLANEOUS PROVISIONS 9.1 This Agreement shall be governed by the law of the principal place of business of the Architect, unless otherwise provided in Article 12. 9.2 Terms in this Agreement shall have the same meaning as those in the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement. 9.3 Causes of action between the parties to this Agreement pertaining to acts or failures to act shall be deemed to have accrued and the applicable statutes of limitations shall commence to run not later than either the date of Substantial Completion for acts or failures to act occurring prior to Substantial Completion or the date of issuance of the final Certificate for Payment for acts or failures to act occurring after Substantial Completion. In no event shall such statutes of limitations commence to run any later than the date when the Architect's services are substantially completed. 9.4 To the extent damages are covered by property insurance during construction, the Owner and Architect waive all rights against each other and against the contractors, consultants, agents and employees of the other for damages, except such rights as they may have to the proceeds of such insurance as set forth in the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement. The Owner or the Architect, as appropriate, shall require of the contractors, consultants, agents and employees of any of them similar waivers in favor of the other parties enumerated herein. 9.5 The Owner and Architect, respectively, bind themselves, their partners, successors, assigns and legal representatives to the other party to this Agreement and to the partners, successors, assigns and legal representatives of such other party with respect to all covenants of this Agreement. Neither the Owner nor the Architect shall assign this Agreement without the written consent of the other, except that the Owner may assign this Agreement to an institutional lender providing financing for the Project. In such event, the lender shall assume the Owner's rights and obligations under this Agreement. The Architect shall execute all consents reasonably required to facilitate such assignment. 9.6 This Agreement represents the entire and integrated agreement between the Owner and the Architect and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Owner and Architect. 9.7 Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the Owner or Architect. 9.8 Unless otherwise provided in this Agreement, the Architect and Architect's consultants shall have no responsibility for the discovery, presence, handling, removal or disposal of or exposure of persons to hazardous materials or toxic substances in any form at the Project site. 9.9 The Architect shall have the right to include photographic or artistic representations of the design of the Project among the Architect's promotional and professional materials. The Architect shall be given reasonable access to the completed Project to make such representations. However, the Architect's materials shall not include the Owner's confidential or proprietary information if the Owner has previously advised the Architect in writing of the specific information considered by the Owner to be confidential or proprietary. The Owner shall provide professional credit for the Architect in the Owner's promotional materials for the Project. 9.10 If the Owner requests the Architect to execute certificates, the proposed language of such certificates shall be submitted to the Architect for review at least 14 days prior to the requested dates of execution. The Architect shall not be required to execute certificates that would require knowledge, services or responsibilities beyond the scope of this Agreement. ARTICLE 10 PAYMENTS TO THE ARCHITECT 10.1 DIRECT PERSONNEL EXPENSE Direct Personnel Expense is defined as the direct salaries of the Architect's personnel engaged on the Project and the portion of the AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D C. 20006-5292. WARNING. Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #11 cost of their mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays, vacations, employee retirement plans and similar contributions. 10.2 REIMBURSABLE EXPENSES 10.2.1 Reimbursable Expenses are in addition to compensation for Basic and Additional Services and include expenses incurred by the Architect and Architect's employees and consultants directly related to the Project, as identified in the following Clauses. .1 transportation in connection with the Project, authorized out-of-town travel and subsistence, and electronic communications; .2 fees paid for securing approval of authorities having jurisdiction over the Project; .3 reproductions, plots, standard form documents, postage, handling and delivery of Instruments of Service; .4 expense of overtime work requiring higher than regular rates if authorized in advance by the Owner; .5 renderings, models and mock-ups requested by the Owner; .6 expense of professional liability insurance dedicated exclusively to this Project or the expense of additional insurance coverage or limits requested by the Owner in excess of that normally carried by the Architect and the Architect's consultants; .7 reimbursable expenses as designated in Article 12; .8 other similar direct Project -related expenditures. 10.3 PAYMENTS ON ACCOUNT OF BASIC SERVICES 10.3.1 An initial payment as set forth in Paragraph 11.1 is the minimum payment under this Agreement. 10.3.2 Subsequent payments for Basic Services shall be made monthly and, where applicable, shall be in proportion to services performed within each phase of service, on the basis set forth in Subparagraph 11.2.2. 10.3.3 If and to the extent that the time initially established in Subparagraph 11.5.1 of this Agreement is exceeded or extended through no fault of the Architect, compensation for any services rendered during the additional period of time shall be computed in the manner set forth in Subparagraph 11.3.2. 10.3.4 When compensation is based on a percentage of Construction Cost and any portions of the Project are deleted or otherwise not constructed, compensation for those portions of the Project shall be payable to the extent services are performed on those portions, in accordance with the schedule set forth in Subparagraph 11.2.2, based on (1) the lowest bona fide bid or negotiated proposal, or (2) if no such bid or proposal is received, the most recent preliminary estimate of Construction Cost or detailed estimate of Construction Cost for such portions of the Project. 10.4 PAYMENTS ON ACCOUNT OF ADDITIONAL SERVICES Payments on account of the Architect's Additional Services and for Reimbursable Expenses shall be made monthly upon presentation of the Architect's statement of services rendered or expenses incurred. 10.5 PAYMENTS WITHHELD No deductions shall be made from the Architect's compensation on account of penalty, liquidated damages or other sums withheld from payments to contractors, or on account of the cost of changes in the Work other than those for which the Architect has been adjudged to be liable. 10.6 ARCHITECT'S ACCOUNTING RECORDS Records of Reimbursable Expenses and expenses pertaining to Additional Services and services performed on the basis of hourly AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #12 rates or a multiple of Direct Personnel Expense shall be available to the Owner or the Owner's authorized representative at mutually convenient times. ARTICLE 11 BASIS OF COMPENSATION The Owner shall compensate the Architect as follows: 11.1 An Initial Payment of Zero Dollars ($ 00.00 ) shall be made upon execution of this Agreement and credited to the Owner's account at final payment. 11.2 BASIC COMPENSATION 11.2.1 For Basic Services, as described in Article 2, and any other services included in Article 12 as part of Basic Services, Basic Compensation shall be computed as follows: (Insert basis of compensation, including stipulated sums, multiples or percentages, and identify phases to which particular methods of compensation apply, if necessary.) Compensation shall be a fixed fee of Twenty-two Thousand and nof100 Dollars ($ 22,000.00). 11.2.2 Where compensation is based on a stipulated sum or percentage of Construction Cost, progress payments for Basic Services in each phase shall total the following percentages of the total Basic Compensation payable. Progress payments shall be billed monthly as work progresses, not to exceed the following per phase: (Insert additional phases as appropriate.) echemati, Design Phase: Design Development -Phase. Construction Documents Phase: Bidding or Negotiation Phase: Construction Phase: Total Basic Compensation: percent ( %) Twenty percent (20 %) Forty-six percent (46 %) Four percent (4 %) Thirty percent (30 %) one hundred percent (100%) 11.3 COMPENSATION FOR ADDITIONAL SERVICES 11.3.1 For Project Representation Beyond Basic Services, as described in Paragraph 3.2, compensation shall be computed as follows: On a time and expense basis. Billing rates shall be as follows: Principals $ 85.00 per hour Technical $ 45.00 - $ 65.00 per hour Clerical $ 35.00 per hour Expense shall be billed at one and one tenth (LI) times actual invoice, 11.3.2 For Additional Services of the Architect, as described in Articles 3 and 12, other than (1) Additional Project Representation, as described in Paragraph 3.2, and (2) services included in Article 12 as part of Basic Services, but excluding services of consultants, compensation shall be computed as follows: (Insert basis of compensation, including rates and multiples of Direct Personnel Expense for Principals and employees, and idents Principals and classify employees, if required. Identify specific services to which particular methods of compensation apply, if necessary.) On a time and expense basis. Billing rates shall be as follows: Principals $ 8$.00 per hour Technical $ 45.00 - $ 65.00 per hour Clerical $ 35.00 per hour Expense shall be billed at One and one-tenth (1.1) times actual invoice. 11.3.3 For Additional Services of Consultants, including additional structural, mechanical and electrical engineering services and those provided under Subparagraph 3.4.19 or identified in Article 12 as part of Additional Services, a multiple of one and one-tenth (1.1) times the amounts billed to the Architect for such services. (Identify specific types of consultants in Article 12, if required.) AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.G. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be mcpioduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800A0.DOC -- 6/11/2001. AIA License Number 110540, which expires on 10/7/2001 -- Page #13 11.4 REIMBURSABLE EXPENSES For Reimbursable Expenses, as described in Paragraph 10.2, and any other items included in Article 12 as Reimbursable Expenses, a multiple of One and one-tenth (1.1) times the expenses incurred by the Architect, the Architect's employees and consultants directly related to the Project. Reimburseable expenses are in addition to the basic compensation 11.5 ADDITIONAL PROVISIONS 11.5.1 If the Basic Services covered by this Agreement have not been completed within Twelve (12 ) months of the date hereof, through no fault of the Architect, extension of the Architect's services beyond that time shall be compensated as provided in Subparagraphs 10.3.3 and 11.3.2. 11.5.2 Payments are due and payable Fifteen (15 ) days from the date of the Architect's invoice. Amounts unpaid Forty-five ( 45) days after the invoice date shall bear interest at the rate entered below, or in the absence thereof at the legal rate prevailing from time to time at the principal place of business of the Architect. (Insert rate of interest agreed upon.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Architect's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 11.5.3 The rates and multiples set forth for Additional Services shall be adjusted in accordance with the normal salary review practices of the Architect. ARTICLE 12 OTHER CONDITIONS OR SERVICES (Insert descriptions of other services, identify Additional Services included within Basic Compensation and modifications to the payment and compensation terms included in this Agreement.) Article 7: Delete in its entirety. Article 9.11: Add the following: "The Architect is responsible to the Owner for errors and omissions resulting from the services performed under this Agreement by consultantsretained for this project." Add the following project scope definitions: 12.1 Project scope and Architect's Basic Services consist of : preparing bidding and construction documents necessary to re -roof the Trolley Barn, the Powerhouse, and the storage building located on the Yakima Trolley Site. 12.2 Scope shall also include a preliminary structural survey of the buildings, for which the Architect will retain a structural engineering consultant, including cost for same under compensation for basic services. This Agreement entered into as of the day and year first written above. OWNER (Signature) Richard A. Zais, Jr. City Manager (Printed name and title) ATTEST: Contract No. 2001-74 Resolution No. R-2001-107 Altxmw ?La"' a AIA DOCUMENT B151 -ABBREVIATED OWNER -ARCHITECT AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below Electronic Format B151-1997 User Document: Y110800AO.DOC -- 6/11/2001 AIA License Number 110540, which expires on 10/7/2001 -- Page #14 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of July 17, 2001 ITEM TITLE: Award Consultant contract for Re -roofing of two YVT buildings at 306 West Pine in Yakima Design to Wardell Architects, P.S., in a Professional Services Contract. SUBMI I"i'ED BY: } � artment of Community and Economic Development - William Cook, CED Director CONTACT PERSON/TELEPHONE: K. Wendell Adams, Engineering Division Manager, 575-6111 SUMMARY EXPLANATION: CED respectfully requests City Council approval of a Resolution authorizing the City Manager to execute the attached Professional Services Contract with Wardell Architects, P.S., for design of a roofing contract for the YVT buildings not to exceed $22,000.00. Once completed, a Public Construction contract to re -roof the two buildings will be publicly bid and awarded. Resolution X Ordinance Contract X Other (Specify) Funding Source Federal Enhancement Funds - Fund 142 APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Approve the attached Resolution authorizing the City Manager to execute the Consultant Agreement for Preliminary Design Services with Wardell Architects, P.S. for the above referenced project. BOARD/COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLDTION NO. R-2001-107 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting Of 12/3/02 ITEM TITLE: Final Contract Payment for Yakima Trolley Buildings Re -Roofing SUBMITTED BY: fiunity & Economic Development — Engineering Division CONTACT PERSON/TELEPHONE: SUMMARY EXPLANATION: K. W. Adams, P.E., City Engineer 575-6096 This project consisted of the demolition and removal of the existing roof and in some cases underlayment. and new asphalt shingle, modified bitumen and built-up roofing systems for the Trolley Barn and the Substation Building located at 306 West Pine Street. This work included flashing and sheet metal work in connection with the roofing systems, rough and finish carpentry, painting, and installation of shoring system. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final estimate. days after Council approval. Contractor: Contract Award: Contract Cost: Amt. This Payment: Huylar Construction Co., Inc. 12/14/01 $129,377.60 -0- Retainage bond will be held 30 The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify) Final Estimate Contract Mail to (name and address): Phone: Funding Source Trolley Fund APPROVED FOR SUBMITTAL: Ci nager STAFF RECOMIlVIENDATION: Accept the project and approve the attached final estimate. BOARD/COMMISSION RECOMMENDATION: ''OUNCIL ACTION: Standard Motion V -B was adopted. APPLICATP ND CERTIFICATE FOR PAYMENT TO OWNER. City of Yakima FROM CONTRACTOR. Huylar Construction Co , Inc CONTRACT FOR. Remodel PROJECT Trolley Barn Remodel VIA ARCHITECT Wardell APPLICATION NO. 6 To: Retention PROJECTS NOS CONTRACT DAZE 12/18/01 Distribution to OWNER ARCHITECT CONTRACTOR CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is attached. 1. ORIGINAL CONTRACT SUM.. 2. Net change by Change Orders 3. CONTRACT SUM TO DATE (Line 1 +/- 2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on attached sheet) 5. RETAINAGE: a. 5 %of Completed Work. ... $5,995.26 (Columns D + E on attached sheet) b. % of Stored Material... (Column F on attached sheet) Total Retainage (Line 5a + 5b or Total in Column I of attached sheet). 6. TOTAL EARNED LESS RETAINAGE (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate).... 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6). ... $0 00 $121,000 00 $8,377 60 $129,377.60 $129,377.60 $5,995.26 $123,382.34 $123,382.34 $5,995.26 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $0 $2,217 00 13 Total approved this month $6,160 47 TOTALS NET CHANGES by Change Order $8,377 60 The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payment received from the Owner, and that current payment shown herein is now due. CONTRACTOR. By z v, /411/ State of: County of: Subscribed and sworn to before Date: i/il me this Notary Public: My Commissi / I ixpirea: t .I day of ARCHITECT'S C RTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief, the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED AMOUNT CERTIFIED $ 1.7 (7(f) , /(76" (Attach explanation if amount certified differs from the amount applied for Initial all figures on this Application and on he Continuation Sheet that are changed to conform to the amount certified) ARCHITECT .} ) --(611/ Date: )/1 (• 0 This Certificate isot negotiable. The Al UNT CERTIFIED is payable only to the Contractor named herein Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. HUYLAR CONSTRUCTION COMPANY, INC. . Application No. 6 For Period From 4/30/02 To 07/31/02 Project: Yakima Trolley Barn Application Date 7/26/02 Retention PROJECT PAYMENT INFORMATION PAYMENT SCHEDULED PREVIOUS CURRENT TOTAL BALANCE ITEM VALUE APPLICATIONS APPLICATIONS TO DATE TO FINISH SUB-TOTAL $112,140.87 $112,140.87 $0.00 $112,140.87 $000 CHANGES Change Order # 1 $219 67 $219 67 $0.00 $219 67 $0.00 Change Order# 2 $1,835.13 $1,835.13 $0.00 $1,835.13 $0 00 Change Order # 3 $5,709 43 $5,709 43 $0.00 $5,709 43 $0 00 $0.00 $0.00 $0.00 $0 00 $0 00 $0.00 $0.00 $0.00 $0.00 $0 00 $0.00 $000 $0 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $0.00 $0 00 $0.00 $0.00 $0 00 $o.00 $0 00 $0.00 $0.00 $000 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 SUB-TOTAL $119,905 10 $119,905.10 $0.00 $119,905.10 $0.00 SALES TAX 7 9% $9,472.50 $9,472.50 $0.00 $9,472.50 $0.00 TOTAL CONTRACT $129,377 60 $129,377 60 $0 00 $129,377 60 $0.00 RETAINAGE 5% $5,995.26 $0.00 $5,995.26 $5,995.26 TOTAL LESS RETAINAGE $123,382.34 $0 00 $123,382.34 PREVIOUS PAYMENTS $123,382.34 AMOUNT DUE THIS EST $0.00 UNPAID BALANCE $5,995.26 COP :1.1 SHEET 1 1 ,ge 1 of 1 Pages . APP!,_ SON AND CERTIFICATE FOR PAYMENT containing Contractors APPLICATION NO 6 singed Certfication is attached F APPLICATION DATE 26-Jut-02 In tabulations below, amounts are stated to the nearest dollar PERIOD TO Retention Use Column I on Contracts where ramble retainage for line Items may appear ARCHITECT'S PROJECT It Yakima Trolley Bam A B C D _ E F G H l ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE NO VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G / C) TO FINISH APPLICATION STORED AND STORED (C - G) (D+E) NOT IN TO DATE D OR E (D+E+F) 1 General Conditions $6,585.87 $6,585.87 $0.00 $0.00 $6,585.87 100% $0.00 $329.29 2 Temporary Facilities $3,850.00 $3,850.00 $0.00 $0.00 $3,850.00 100% $0.00 $192.50 3 Selective Demolition $4,245.00 $4,245.00 $0.00 $0.00 $4245.00 100% $0.00 $212.25 4 Misc Metals $13,910.00 $13,910.00 $0.00 $0.00 $13,910.00 100% $0.00 $695.50. 5 Rough Carpentry $28,680.00 $28,680.00 $0.00 $0.00 $28,680.00 100% $0.00 $1,434.00 6 Roofing $53,700.00 $53,700.00 $0.00 $0.00 $53,700.00 100% $0.00 $2,685.00 7 Painting $620.00 $620.00 $0.00 $0.00 $620.00 100% $0.00 $31 00 8 Plumbing $550.00 $550.00 $0.00 $0.00 $550.00 100% $0.00 $27.50 $112,140.87 $112,140.87 $0.00 $0.00 $112,140.87 100% $0.00 $5,607 04 Yaldrolleybam7.tds ARCI ITECT YAKIMA TROLLEY BUILDINGS RE -ROOFING City of Yakima Yakima, Washington PROJECT MANUAL October 8, 2001 Project No 1108 00 City of Yakima Project No 1793 Federal Aid No STPE —1485(009) KPFF Consulting Engineers 1201 3`d Avenue Seattle, WA 98101 206-622-5822 fax: 206-622-8130 Contents copyright 2001 by Wardell Architects, P S Unauthorized use prohibited. 509 W. Chestnut • Yakima • WA • 98902 phone 509.453.3693 • fax 509.453.1336 January 29, 2002 Wardell Architects 509 West Chestnut Yakima, WA 98902 RE• Yakima Trolley Building Re -Roofing. GENERAL CONTRACTOR ESTABLISHED IN 1942 12 SOUTH FIR, TOPPENISH, WA 98948 PHONE (509) 865-2830 FAX (509) 865-6637 HUYLAC * 262DJ Dear Lyle, this letter is an attempt to complete all of the pre -construction requirements for the above referenced project. I will list the items below with the required information. If any additional information is needed please contact me as soon as possible. Section 1108, line 40 of the specification asks for a designation of the work to be performed by the bidder with his own forces We will be doing the section 02070 selective demolition, section 05500 miscellaneous metal installation, and section 06100 rough carpentry with our own forces Section 1108, line 41 & 42 of the specifications asks for proprietary names and suppliers of principal items or systems of material and equipment proposed for the work. To my knowledge this project has no such items with the possible exepsion of the roofing. If you need to know the roofing system, the roofing sub contractor will be at the pre -construction meeting Section 1108, line 43 & 44 asks for list of sub -contractors. Following is a list of sub -contractors. 05550 Misc Metals 07311 Asphalt Shingles 07551 APP Membrane Roof 07552 Built-up Roofing 07620 Sheet metal flashing 09900 Painting 15000 Plumbing Yakima Steel Fab. Supply only Leslie Roofing Leslie Roofing Leslie Roofing Leslie Roofing Maintenance Paint & Drywall Competitive Plumbing Section 1108, line 46 asks for a completed schedule of values. I have included a copy with this letter Page 20 of addendum number 1 asks for the name and addresses of all firms that submitted bids Following is that list - **Dan Leslie Roofing **Yakima Steel Fab Inline Steel Fab **Maintenance Paint Eagle Painting Paint Smith P 0 Box 342 **Competitive Plumbing 571 N Galloway ** = Successful bidder 506 Ahtanum Road Union Gap, WA 98903 P.O. Box 1369 2506 S 26th Ave 1100 Gilbert Rd Yakima, WA Yakima, WA 98909 Zillah, WA 98953 5411 Terrace Hts Dr Yakima, WA 98901 Yakima, WA 98907 Yakima, WA 98908 The certificate of insurance was sent to your office on 1/18/02 and the performance bond was sent to your office on 1/15/02 As stated above I believe that this completes all of the necessary pre -construction requirements I look forward to working with you and the city on this project Sincerely, /44 Ron Huylar FROM : HUYLAR CONSTRUCTION CO. PHONE NO. : Mar. 13 2002 08:29AM P3 Yakima Trolley Buildings Re -roofing BIDDERS CERTIFICATION Bidders are encouraged to submit the following certification, BID FORM 00200-9 440r.O. iic certifies that; (BIDDER) 1, it intends to use the following listed construction trades in the work under the contract L r 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: N /A 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. 1108.00 (Signature of Authorized Representative of Bidder) Bid Form FROM : HUYLAR CONSTRUCTION CO. PHONE NO, : Mar 13 02 0 et 0 So cckiciPi:r t N Cll. PN r4C3 Yakima Trolley Buildings Re•reofing SUBCONTRACTORS CERTIFICATION Subcontractors are ancouraved to complete this Cedificatidri. Mar. 13 2002 08:31AM P6 1. 12 220.4 01:45PM p, ,1 (susoot4TRAMR) DID FORM 2130-10 centrism— that: It intendp, to use the fcH,wn sted C01191nAction trades in tne work urlder the subcontract a As to those trades for which it is required by those Hid Conditions to comply with these Cid Conditions, 11 adopts tho minimum m;nority and women workforce utitization goats and the spacc affirmative action steps for ail constructor+ work (both %decor and nori-fiederal) Yakima, Washington. subject to then (0ondition, atom trades being. end 2 It wilt obtain from each or its suboontractors prior to the award of any subcontract under Ihia St.ttcontrQd the Suboontractor Cortifreation required by those Bid cOndIttons. (Signature of horizad Representative of Subcontractor) 1103.00 111d Forrn P • 2 FROM : HUYLAR CONSTRUCTION CO. PHONE NO. MAP -1E OE 14:39 FROM:LESLIE ROOFING :.5092487887 oszc-14-144 ktI4p-rf Yakima Weary ONT to those trtedos tor -*th 1 le CcI�S t Mififtill) affirmeatve WWI for sal to these Fad _TrTirr - CT. CERTIFICA Mar. 13 2002 08:70AM P5 -0:865GG3- FPGE:01 itiol by thesa BM Co to women vvorkforce utIflzU work • and fell DID .1,. 10 2- h will • • -11 front each ufto prior to tho award of dity by Hid =Mona ...•• the 4,7cld T - j a:pm Le,4,40- rtt OZ• 110100 vo 01 .p.;r1111 FROM : HUYLAR CONSTRUCTION CO. PHONE NO. : Yakima Trolley Buildings Re -roofing SUBCONTRACTORS CERTIFICATION Mar. 13 2002 08:30AM P4 Subcontractors are encouraged to complete this Certification. gx Dr ki I (SUBCONTRACTOR) BID FORM 00200-10 certifies that: 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 gid 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: JJA 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_ 40( (Si 0 of Authorized Representative of Subcontractor) 1108.00 Bid Form December 4, 2001 Yakima Trolley Buildings Re -roofing Project No. 1108.00 ADDENDUM NO. 1 To the Contractors, Subcontractors and Suppliers: The following items contain additions, deletions, or modifications to the plans and specifications. This addendum forms a part of the Contract Documents and shall be bound inside the cover of the Project Manual. Gentrat A mandatory site visit was held December 4, 2001. A list of attendees is attached to this addendum; only General Contractors who attended the site visit are eligible to submit bids. The following items were covered during the site visit. 1. Sequencing of the Work: The Contractor shall provide bracing system at the west wall of the Shop Building prior to work on the upper roof deck. Bracing system, for purposes of this project, is permanent. 2. Schedule for Completion: The schedule will be modified as necessary due to weather conditions. 3. Existing Flashings and Materials to be Removed: To the best of the Architect's knowledge, all flashings are galvanized metal. 4. Nailing and Fastening New Deck and Sleepers: At the Shop Building, special care shall be taken to insure new fastenings penetrate into structural members and that fasteners are not exposed in the building interior, or cause damage to existing exposed materials. 5. Clarification: Federal wage rates will not be used on this project. State Prevailing Wages Rates will apply. Drawings Sheet A-1, Keyed Note 12: Expand to include: "Clean all debris from interior of piping with drain auger, water jet, or equivalent method, test piping for leaks and make water tight. Provide new cleanout in piping near floor in northwest corner of the building if suitable cleanout does not exist. Scope of work does not include improvements to drainage system outside building." 509 W. Chestnut • Yakima • WA • 98902 phone 509.453.3693 • fax 509.453.1336 SpPrifica flan Index: Insert the following between Section Numbers 00700 and 00800: "0,07.8.0 r. _#nn.or.�.l rvnnwiiinns (\.A.Cnaary1T Standard vp.nrw—tinnw 4artarcnOnn )n Add the following Section (included herein) between Section 00700 and 00800: "00750 General Conditions (WSDOT Standard Specifications Reference)". Section 00950 Required Contract Provisions for Federal Aid Construction Contracts: Add sheet entitled "Amendment Required Contract Provisions Federal -Aid Construction Contracts (included herein) following page 11 of Form FHWA-1273. END OF ADDENDUM NO. 1 Yakima Trolley Buildings Re -roofing 00750-1 3 SECTION 00750 - GENERAL CONDITIONS (WSDOT Standard Specifications Reference)" 6 PART 1 - GENERAL 9 REFERENCE TO GENERAL CONDITIONS DOCUMENTS: In addition to the provisions of "General Conditions of the Contract for Construction", AIA 12 Document A201, 1997 Edition, as referenced in Section 00700 of these Specifications, provisions of the "2000 Standard Specifications for Road Bridge and Municipal Construction", published by the Washington State Department of Transportation, shall apply, including the Amendments and 15 Special Conditions included herein. 18 INSPECTION AND AVAILABILITY OF 2000 Standard Specifications for Road Bridge and Municipal Construction: 21 This document is available for inspection at the office of the Architect. 24 CONFLICTS BETWEEN THE DOCUMENTS Apprise the Architect immediately of any conflicts or discrepancies between AIA 201 and the 2000 27 Standard Specifications for clarification of which provision shall govem. 30 DEFINITIONS In the text of the Standard Specifications, Amendments, and Special Provisions, the words 33 "Engineer" or Project Engineer" shall be understood to mean the "Architect". 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima TrnllcvRnilrlinr.c Rc_rra..ii..n.stgcs %."4/111111V 3 AMENDMENTS TO THE STANDARD SPECIFICATIONS R 9 12 INTRODUCTION 00750-2 The following Amendments and Special Provisions shall be used in conjunction with the 2000 Standard Speciation for Road, Bridge and Municipal Construction (English). AMENDMENTS TO THE STANDARD SPECIFICATION The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications, For informational purposes, the 15 date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision 18 Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 21 SECTION 1.01, DEFINITIONS AND TERMS June 26, 2000 24 1-01.2(1) Associations and Miscellaneous This sectionis supplemented with the following: 27 FOP Field Operating Prnr e>rl, Ire WAQTC Western Alliance for Quality Transportation Construction SOP Standard Operating Procedure 30 SECTION 1-02, BID PROCEDURES AND CONDITIONS 33 August 6, 2001 1-02.8(1) Noncollusion Declaration In the first sentence of the second paragraph the reference to "23 CFR Part 635.107(i)(1)" is revised 36 to read "23 CFR 635.112(f)" In the third sentence of the second paragraph the reference to "23 CFR Part 635.107(i)" is revised to 39 read "23 CFR 635.112(f)(1)". 1-02.4(1) General 42 The first paragraph is revised to read as follows: The bidder shall carefully examine the bid documents as defined in Section 1-01.3. Submittal of 45 a bid shall be conclusive evidence that the bidder has made these examinations and understands all requirements for the performance of the completed work. The bidder further warrants, agrees, and acknowledges by submitting a bid that it: 1. Has taken steps reasonably necessary to ascertain the nature and location of the work; 48 R1 2. Has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to: 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-3 a. conditions bearing upon acquisition, transportation, disposal, handling, and 3 storage of materials; b. the availability of labor, materials, water, electric power, and roads; c. uncertainties of weather, river stages, tides, or similar physical condition at 6 the site; d. the conformation and condition of the ground; and e. the character of equipment and facilities needed preliminary to and during 9 work performance; f. the site biological hazards and associated physical hazards. 12 3. Has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the work site (including material sites) as well as 15 from the bid documents and other information made a part of this contract; and 4. Has satisfied itself as to the adequacy of time allowed for the completion of the 18 physical work on the contract. 21 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 6, 2001 1-07.4 Sanitation 24 This section is deleted and replaced with the following: 1-07.4 Sanitation 27 1-07.4(1) General The Contractor shall provide employees with all accommodations required by the State 30 Department of Social and Health Services and other agencies. These accommodations shall be kept clean, neat, and sanitized, and shall not create any public nuisance The Contractor shall keep all camp sites clean, burn or property dispose of all refuse, and leave each site in a neat 33 and sanitary condition. 1-07.4(2) Health Hazards 36 Biological hazards and associated physical hazards may be present in the worksite. The Contractor shall take precautions and perform any necessary work to provide and maintain a safe and healthful worksite in accordance with applicable laws. Payment for work necessary to 39 provide and maintain a safe worksite will be incidental to associated items of contract work unless the contract includes provisions to the contrary. 42 1-07.8 High Visibility Apparel In the second paragraph, (1) is revised to read as follows: 45 (1) when personnel are out of view of, or not exposed to traffic, 1-07.11 Requirements For Non-discrimination 48 This section is supplemented with the following: 1-07.11(2)A Equal Employment Opportunity Responsibilities 51 Title VI Responsibilities During the performance of this contract, the Contractor, for itself, its assignees and successors 54 in interest (hereinafter referred to as the "Contractor") agrees as follows: 1108.00 General Conditions (WSDOT Standard Specifications Reference) 3 6 Yakima Trolley Buildings Rp_rnnfinn AA., a•A e VV/aVF 1. Compliance With Regulations The Contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter DOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time. (hereinafter referred to as the Rena tatinncl whir+h ore hore:n incorporated by - - - - -- __ _..- • _-a_._.........r, ......... ...... ......,.� . u wv� Nva amu uy reference and made a part of this contract. 9 2. Nondiscrimination The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and 12 retention of subcontractors, including procurement of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment 15 practices when the contract covers a program set forth in Appendix B of the Regulations. 18 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the Contractor 21 for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations 24 relative to nondiscrimination on the ground of race, color, sex, or national origin. 4. Information and Reports 27 The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit aareQc to its books, records, accounts, other sources of information, and its facilities as may be determined by the dg cream i gto i State Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive 33 possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Washington State Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to 36 obtain the information. 5. Sanctions for Noncompliance 39 In the event of the Contractor's noncompliance with the nondiscrimination provisions of this contract, the Washington State Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be 42 appropriate, including, but not limited to: 1. Withholding of payments to the Contractor under the contract until the 45 Contractor complies, and/or; 2. Cancellation, termination, or suspension of the contract, in whole or in part. 48 6. Incorporation of Provisions The Contractor shall include the provisions of paragraphs (1) through (5) in every subcontract, including procurement of materials and leases of equipment, unless 51 exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontractor or procurement as the Washington State Department of Transportation nr the Ferteral Highway Administration direct - Department -- '--.._�_._,.._.. �. the ......... .... Highway ... v,' .wnr wa. easwee may direct 54 as a means of enforcing such provisions including sanctions for noncompliance. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-5 Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, 3 the Contractor may request the Washington State Department of Transportation enter into such litigation to protect the interests of the state and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the 6 United States. 1-07.11(6) Incorporation of Provisions 9 The first sentence is revised to read as follows: The Contractor shall include the provisions of Section 1-07.11(2) Contractual Requirements (1) 12 through (4) and the Section 1-07 11(5) Sanctions in every subcontract including procurement of materials and leases of equipment. 15 1-07.11(10)B Required Records and Retention This section is revised to read as follows' 18 Ail records must be retained by the Contractor for a period of three years following completion of the contract work. All records shall be available at reasonable times and places for inspection by authorized representatives of either the Washington State Department of Transportation or 21 the Federal Highway Administration. Federal -Aid Highway Construction Contractors Annual EEO Report 24 FHWA #1391. This form is required for all federally assisted projects provided the contract is equal to or greater than $10,000 and for every associated subcontract equal to or greater than $10,000. Each contract requires separate reports filed for the Contractor and each 27 subcontractor (subject to the above noted criteria). These forms are due by August 25th in every year during which work was performed in July. The payroll period to be reflected in the report is the last payroll period in July in which work was performed. This report is required of each 30 Contractor and subcontractor for each federally assisted contract on which the Contractor or subcontractor performs work during the month of July. 33 Monthly Employment Utilization Reports WSDOT form #820-010. This form is required for all federally assisted projects if the contract is equal to or greater then $10,000 and for every associated subcontract equal to or greater than 36 $10,000. These monthly reports are to be maintained in the respective Contractor or subcontractor's records 39 In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies of the completed WSDOT form 820-010 to the Contracting Agency by the fifth of each month throughout the term of the contract. The Contractor shall also collect and submit these forms 42 monthly from every subcontractor who holds a subcontract with a value of $100,000 or more. Failure to submit the required reports by their due dates may result in the withholding of progress 45 estimate payments. 1-07.13(4) Repair of Damage 48 This section is revised to read as follows: The Contractor shall promptly repair all damage to either temporary or permanent work as 51 directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4 using the estimated bid item "Reimbursement for Third Party Damage". Payment will be limited to repair of damaged 54 work only No payment will be made for delay or disruption of work. For the purpose of 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re-rnnfinn nn`Yen IOU i :JUN" providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Reimbursement For Third Party Damage" in the proposal to become a part of the total bid by 3 the Contractor. 1-07.15 Temporary Water Pollution/Erosion Control 6 This section is revised to read as follows. In an effort to prevent, control, and stop water pollution and erosion within the project, thereby 9 protecting the work, nearby land, streams, and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contractor shall perform all temporary water pollution/erosion control measures shown in the Plans, specified in the Special Provisions, proposed by the Contractor and approved by the 15 Engineer, or ordered by the Engineer as work proceeds. 12 1-07.17 Utilities and Similar Facilities 18 The second paragraph is revised to read: Chapter 19.122 of the Revised Code of Washington (RCW) relates to underground utilities. in 21 accordance with this RCW, the Contractor shall call the One -Number Locater Service for field location of utilities. If no locator service is available for the area, notice shall be provided individually to those owners of utilities known to, or suspected of, having underground facilities 24 within the area of the proposed excavation. 1-07.19 Gratuities 27 This section is supplemented with the following: The Contractor shall comply with all applicable sections of the State Ethics law, RCW 42.52, 30 which regulates gifts officers employees Under Contracting .... regulates to State and employees that statute, any lrOflIraGling Agency officer or employee who has or will participate with the Contractor regarding any aspect of this Contract is prohibited from seeking or accepting any gift, gratuity, favor or anything of 33 economic value from the Contractor Accordingly, neither the Contractor nor any agent or representative shall offer anything of economic value as a gift, gratuity, or favor directly or indirectly to any such officer or employee. 36 1-07.22 Use of Explosives In the second paragraph, the reference to "WAC 295-52" is revised to "WAC 296-52" 39 SECTION 1-08, PROSECUTION AND PROGRESS 42 August 6, 2001 1-08.1 Subcontracting The 7th paragraph is revised to read as follows: 45 On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were 48 used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, "Annual Report of Amounts Paid as MBE/WBE Participants", annually for 51 the State fiscal year July 1 through June 30, or through physical completion of the contract, whichever occurs earliest. The report is dug) July 90th following the ficial year and nr 20 calendar days after physical completion of the contract. 54 1108,00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-7 The 7th paragraph is supplemented with the following 3 On all projects funded with both Contracting Agency funds and Federal assistance the Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon 6 completion of the project, as appropriate The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421-023, "Annual 9 Report of Amounts Paid as MBEJWBE Participants" This section is supplemented with the following: 12 Subcontract Completion and Return of Retainage Withheld The following procedure shall apply to all subcontracts entered into as a part of this Contract: 15 Requirements 1 The subcontractor shall make a written request to the Contractor for the release of the 18 subcontractor's retainage or retainage bond. 2. Within ten (10) working days of the request, the Contractor shall determine if the 21 subcontract has been satisfactorily completed and shall inform the subcontractor, in writing, of the Contractor's determination. 24 3. If the Contractor determines that the subcontract has been satisfactorily completed, the subcontractor's retainage or retainage bond shall be released by the Contractor within ten (10) working days from the date of the written notice. 27 4 If the Contractor determines that the subcontractor has not achieved satisfactory completion of the subcontract, the Contractor must provide the subcontractor with 30 written notice, stating specifically why the subcontract work is not satisfactorily completed and what has to be done to achieve completion. The Contractor shall release the subcontractor's retainage or retainage bond within eight (8) working days 33 after the subcontractor has satisfactorily completed the work identified in the notice. 5 In determining whether satisfactory completion has been achieved , the Contractor 36 may require the subcontractor to provide documentation such as certifications and releases, showing that all laborers, lower -tiered subcontractors, suppliers of material and equipment, and others involved in the subcontractor's work have been paid in full. 39 The Contractor may also require any documentation from the subcontractor that is required by the subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, material acceptance certifications 42 and releases from applicable governmental agencies to the extent that they relate to the subcontractor's work. 45 6. If the Contractor fails to comply with the requirements of the specification and the subcontractor's retainage or retainage bond is wrongfully withheld, the subcontractor may seek recovery against the Contractor under applicable prompt pay statutes in 48 addition to any other remedies provided for by the subcontract or by law. Conditions 51 1. This clause does not create a contractual relationship between the Contracting Agency and any subcontractor as stated in Section 1-08.1 Also, it is not intended to bestow upon any subcontractor, the status of a third -party beneficiary to the Contract between 54 the Contracting Agency and the Contractor 1108.00 General Conditions (WSDOT Standard Specifications Reference) 3 6 Yakima TrnllpV Rnilriinnc Rcxnnfinn 00750-8 2. This section of the Contract does not apply to retainage withheld by the Contracting Agency from monies eamed by the Contractor. The Contracting Agency shall continue to process the release of that retainage based upon the completion date of the project as defined in 1-08.5 Time for Completion and in accordance with the requirements and procedures set forth in chapter 60.28 RCM. Payment The Contractor will be solely responsible for any additional costs involved in paying 9 retainage to the subcontractors prior to total project completion, Those costs shall be incidental to the respective bid items 12 1-08.5 Time For Completion Item "c" in the 7th paragraph is revised to read as follows: 15 c. Annual Report of Amounts Paid as MBENVBE Participants or Quarterly Report of Amounts Credited as DBE Participation: as required by the Contract Provisions 18 1-08.9 Liquidated Damages The first sentence of the fourth paragraph is revised to read as follows: 21 When the contract work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains to 2 physically complete the total contract, the Engineer may determine the contract work is substantially complete. 27 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-9 SPECIAL PROVISIONS 3 The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2000 Standard Specifications for Road, Bridge and Municipal Construction 6 (English), and the foregoing Amendments to the Standard Specification. Several types of Special Provisions are included in this contract; General, Region, Bridges and 9 Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision 12 ('k""""""`) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision. 15 (BSP date) bridges and Structures Special Provision General Special Provisions are commonly applied statewide. 18 Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows - 21 Regians1 24 ER Eastern Region NCR North Central Region NWR Northwest Region 27 OR Olympic Region SCR South Central Region SWR Southwest Region 30 Bridges and Structures Special Provisions are commonly applicable statewide. 33 Project Specific Special Provisions normally appear only in the contract for which they were developed. 36 PREQUALIFICATION OF BIDDERS 39 Section 1-02.1 of the Standard Specifications, Prequalification of Bidders, is not required for this project. 42 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 45 Laws To Be Observed Section 1-07 1 is supplemented with the following: 48 Prevention of Environmental Pollution and Preservation of Public Natural Resources The Contractor shall comply with the following environmental provisions which are made a 51 part of the contract documents. A copy of the environmental provisions is available to the Contractor at the Project Engineer's office. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trniiey Buildings Ro-roofng 00760-10 If the Contractor's operations involve work outside the areas covered by the following environmental provisions, the Contractor shall advise the Engineer and request a list of all 3 additional environmental provisions is also available to the Contractor at the Project Engineer's office. 6 The Contractor shall comply with the.. rag] o..fauthorities havinng jurisdiction, including requirements of the following: 9 1. Yakima Regional Clean Air Authority, (509) 574-1410 2. Washington State Department of Fish and Wildlife. 3. Washington State Department of Ecology. 12 The Contractor shall be liable for the payment of al! fines and penalties resulting from failure to comply with the federal, state and local pollution control regulations. 15 18 21 State Taxes Section 1-07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1-07.2(1) apply. 24 Preparation of Proposal (September 5, 1995) 27 On this project, the bidder will not, he required to submit with the hid a list of: 30 i . Subcontractors, and 2. The work the subcontractors will perform. 33 Equal Employment Opportunity Responsibilities Section 1-07.11 is supplemented with the following: 36 (March 6, 2000) Requirement For Affirmative Action to Fnsure Fqual Fmployment Opportunity (Fxecutive Order 39 112461) 1 The Contractor's attention is called to the Equal Opportunity Clause and the Standard 42 Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-11 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's 3 aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: 6 Women - Statewide Timetable %oal 9 Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) 12 Spokane, WA: SMSA Counties: 15 Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 18 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. 21 Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 24 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. 27 Yakima, WA: SMSA Counties: 30 Yakima, WA 9.7 WA Yakima. Non -SMSA Counties 7.2 33 WA Chelan; WA Douglas, WA Grant; WA Kittitas, WA Okanogan. Seattle, WA: 36 SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. 39 Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 42 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. 45 Portland, OR: SMSA Counties: 48 Portland, OR -WA 4 5 WA Clark. Non -SMSA Counties 3.8 51 WA Cowlitz; WA Kiickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction 54 workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 2' VV/VV-1L Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. 3 The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific 6 affirmative action obligations required by the specifications cat forth in Al CFR 604.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction 9 craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole 12 purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the totai work hours performed. 3 The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally 18 funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the 21 subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 15 24 4. As used i; 11 this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. 27 s -•1- - • 11..,11-1 •...1 •• •11 1 .1 .S s ._ (Fxecutive Order 11 246) 30 in th -^^-'4'-^"--• .+.+ 1 As used �� 1 V IGJG Jpe1+1111igtIV11J. a. Covered Area means the geographical area described in the solicitation from 33 which this contract resulted; b Director means Director, Office of Federal Contract Compliance Programs, United 36 States Department of Labor, or any person to whom the Director delegates authority; 39 c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U S. Treasury Department Form 941; 42 d. Minority includes: 45 (1) Black, a person having origins in any of the Black Racial Groups of Africa. 48 51 54 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands ,_ _ _ _.._ —. _..._ ..... ... .. ... . awv...v .v..... ...� , the a eG as se®e [ Islands and Samoa. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-13 (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural 3 identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the 6 work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the 9 solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved 12 by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions 15 participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its 18 obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse 21 any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 24 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of 27 employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas 30 where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting 33 its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union 36 with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, nor the regulations promulgated pursuant thereto 39 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor 42 during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs 45 approved by the U.S. Department of Labor 7. The Contractor shall take specific affirmative actions to ensure equal employment 48 opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as 51 extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and 54 coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more 1108.00 General Conditions (WSDOT Standard Specifications Reference) V.tLimin Tr" llnv Malrlinnc Dn_retnfinn canalB 1w v..0ov 1 .vnt+J aa.y•w-i .I I11 00740_1 A women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware 3 of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. a b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to 9 community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. 12 c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was 15 taken with respect to each such individual. If such individual was sent to the i union hiring hall fir referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in 18 the file with the reason therefor, along with whatever additional actions the Contractor may have taken. 21 d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the 24 Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. 27 e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's P.. the U.S.30 employment needs, especially those programs funded or approved by the UJ Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. 33 f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the 36 Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management 39 personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. 42 g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any 45 responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation 48 of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. 51 h. Disseminate the Contractor's EEO policy externally by including it in any odvertieinn in the n0uic merdie specifically including minority 1nrl fcmelc nuuic 54 media, and providing written notification to and discussing the Contractor's EEO 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-15 policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. 3 i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to 6 minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other 9 training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. 12 j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and 15 vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. 18 k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 21 I. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. 24 m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring 27 all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. 30 n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. 33 o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation 36 of solicitations to minority and female contractor associations and other business associations 39 p Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 42 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a 45 contractor association, joint contractor -union, contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the 48 Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and 51 female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the 54 Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Rnilrlings Reroofing nn7cn_16 9. A single goal for minorities and a separate single goal for women have been established. 3 The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the F Evan Itiva rirriAr if a martini liar nrni In is amnlnvari in suhstantiaily diApArntP. manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women 9 is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to 12 discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from 15 Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these 18 specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of 21 Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 24 13 The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in 27 paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director _hall accordance with 41 30 shall proceed in CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related 33 activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone 36 numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated 39 trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain 42 separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other 45 laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 48 (August 6, 2001) Disadvantaged Business Enterprise (DBE) Participation 51 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to report what is accomplished to enable the Contracting Agency to track achievement Nn preference will be inch Irterl in the evah'atinn of 54 bids/proposals, no minimum level of DBE participation shall be required as a condition for 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-17 receiving an award and bids/proposals will not be rejected or considered non-responsive on that basis. 3 DBE Goals Nn DRF ©nala have haw) aanigned an a part of thin rnntrart 6 Affirmative Efforts to Increase DBE Participation Contractors are encouraged to. 9 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of 12 such opportunities. All advertisements should include a provision encouraging participation by DBE firms and may be done through general advertisements (e.g., newspapers, joumals, etc.) or by soliciting bids/proposals directly from 15 DBEs. 2. Utilize the services of available minority community organizations, minority 18 Contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. 21 In addition, The Office of Minority and Women's Business Enterprises has three DBE Supportive Services Offices available to assist you as follows: 24 Olympia: (360) 753-9693, (Fax) (360) 586-7079 Seattle: (206) 553-7356, (Fax) (206) 553-0194 27 Wenatchee. (509) 665-3528, (Fax) (509) 665-3533 3. Establish delivery schedules, where requirements of the contract allow, that 30 encourage participation by DBEs and other small businesses 4 Achieve DBE attainment through joint ventures. 33 DBE Eligibility (for reporting purposes only) Definition of DBEs 36 DBE status is designated by: The current list of firms accepted as certified by the Office of Minority and 39 Women's Business Enterprises (OMWBE.) A list of firms accepted as certified by OMWBE is available from that office at (360) 704-1180 or on line through their web site at (www.wsdot.wa.gov/omwbe/). 42 DBE Participation When a DBE participates in a contract, only the value of the work actually performed by the 45 DBE will be counted. 1. Count the entire amount of the portion of the contract that is performed by the 48 DBE's own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract. Include supplies purchased or equipment leased by the DBE. Exclude supplies and equipment the DBE Subcontractor purchases or 51 leases from the Contractor or its affiliate. 2. Count the entire amount of fees or commissions charged by a DBE firm for 54 providing a bona fide service, such as professional, technical, consultant, or 1108.00 General Conditions (WSDOT Standard Specifications Reference) V.�L:.r... Trnlleat . 0. .i ld:....c Ctet_ip,sowillinaa 1 anuna .. vu7 vunvu.ya .1a-11 vvn..y 00750=18 managerial services, or for providing bonds or insurance, provided the fees are reasonable. 3 3 When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work shall be counted if the DBEs Subcontractor is 6 alcn nPF The urnrlr that a nRR c"hrrnntrar'ec to nnn_nRF firm Anec not rrni int as participation. 9 DBE Prime Contractor A DBE prime Contractor shall only count the work performed with its own forces as well as the work performed by DBE Subcontractors and DBE suppliers. 12 Joint Venture When a DBE performs as a participant in a joint venture, only count that portion of the total 15 dollar value of the contract equal to the distinct, clearly defined portion of the work that the DBE performs with its own forces. 18 Commercially Useful Function You may count expenditures to a DBE Contractor if the DBE is performing a commercially useful function on that contract. 21 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by 24 actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining g 27 quality and quantity, ordering the material, installing (if applicable) and paying for the material itself 30 2. A DBE does not perform a commercially useful function IT its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. 33 3. A DBE does not perform a commercially useful function if it fails to exercise responsibility with its own work force for at least 30 percent of the total cost of its 36 contract. Trucking 39 Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 42 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible for on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE 45 goals. 2. The DBE must itself own and operate at least one fully licensed, insured, and 48 operational truck that is used on the contract. 3. Credit towards project goals for DBE trucking firms who do not own at least one 51 truck, will be granted only for the fees the DBE firm retains for providing the hauling service. 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-19 4. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing 3 their portion of the work. 5. DBE trucking firms are required to perform at least fifty percent (50%) of the work 6 with his/her own trucks and personnel. 6. DBE trucking firms may utilize owner/operator trucks. The number of 9 owner/operator trucks may not exceed any limitations on subletting or reassigning the work specified. All owner/operators must appear on the DBE Contractor's or DBE Subcontractor's payroll designated as owner/operator. The hours worked or 12 wages paid may be reflected either on the payroll or on the record of payments to each owner/operator. 15 7 DBE trucking firms may lease or rent trucks from other sources, except from prime Contractors to whom they are Contractors, provided: 18 a) A written valid lease/rental agreement on all trucks leased or rented is submitted to the project manager prior to the beginning of work; and 21 b) Only the vehicle (not the operator) is leased or rented. c) The agreement must include the lessors name, trucks to be leased, and 24 agreed upon amount or method of payment (hour, ton or load hauled). d) All lease agreements shall be long-term agreements, not project -by - 27 project. The DBE is limited to leasing or renting two (2) additional trucks for each truck 30 owned by the DBE trucking firm. Expenditures with DBEs 33 Expenditures with DBEs for materials or supplies shall be counted as provided in the following: 36 Manufacturer If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies. 39 Regular Dealer 1 Counting 42 If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials or supplies 45 2. Definition a) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the 48 purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, 51 steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. 54 Any supplementing of regular dealers' own distribution equipment shall be by 1108.00 General Conditions (WSDOT Standard Specifications Reference) V9Lirw T...IIe.. O..:IA:..e.e. On v....S r..r 1 411\11I.G 11 V1•�y YYIIMI/14�i 1\moi-/ VV111U J 043750-20 a long-term lease agreement and not on an ad hoc or contract -by -contract basis. 3 c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transar_.tions are not regular dealers. Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer 9 nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable 12 and typical for the services rendered. No part of the cost of the materials and supplies themselves shall be counted, 15 Procedures Between Award and Execution After award and prior to execution of the rcoontract Contractor shall provide the �.� �..� _ _ zlc+a, theContractor : sas.avr a!: !: prisw'iucr the names and addresses of all firms that submitted a bid or quote to the Contractor as part of bidding 18 this contract and note which of those firms were successful and will participate in the contract. These firms may be contacted to solicit general information as follows: 21 1 age of the firm 2. average of its gross annual receipts 24 This information is necessary to maintain a bidder's list in compliance with the requirements of the 4 Part S work the -,9 CFR, 26. Simply stated: who is soliciting the and what is their capacity? 27 The Contracting Agency will use this information to accurately determine an overall goal based nn the percentage of DBEs who are ready, willing ale perform work. .+ percentage ra....J, v • ry and v! to perform r n the rr yr r� 30 Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) 33 or upon completion of the project, as appropriate The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. The dollars reported will be in accordance with the "DBE Eligibility" section of this specification. 36 Payment Payment for complying with the conditions of this specification and any associated DBE 39 requirements is the Contractor's responsibility Those costs shall be incidental to the respective bid items. 42 Further Information If further information is desired concerning Disadvantaged Business Enterprise participation, inquiry may be directed to: 45 External Civil Rights Branch Office of Equal Opportunity 48 Washington State Department of Transportation Transportation Bldg., P O. Box 47314 Olympia, WA 98504-7314 51 or telephone - (360) 705-7085. Fax (360) 705-6801 1108.00 General Conditions (WSDOT Standard Specifications Reference) Yakima Trolley Buildings Re -roofing 00750-21 (March 13, 1995) Federal Agency Inspection 3 Section 1-07 12 is supplemented with the following: Required Federal Aid Provisions 6 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as 9 amended, are Tess restrictive than Washington State Law, then the Washington State Law shall prevail. 12 The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each 15 subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for 18 subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 21 PROSECUTION AND PROGRESS 24 Subcontracting Section 1-08.1 is supplemented with the following: 27 (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit 30 to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements 33 include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the 36 contract until the following documents have been completed and submitted to the Engineer. 1 Request to Sublet Work (Form 421-012), and 39 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420-004) 42 The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not Tess than three years after the date of acceptance of the contract. The 45 Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. 48 51 END OF SECTION 00750 1108.00 General Conditions (WSDOT Standard Specifications Reference) f 1 AMENDMENT 2 REQUIRED CONTRACT PROVISIONS 3 FEDERAL -AID CONSTRUCTION CONTRACTS 4 (Exclusive of Appalachian Contracts) 5 6 Under Section IV, Paragraph 2b(4) is deleted. 7 8 Under Section IV, Paragraph 4, "and helpers" is deleted from the title. 9 10 Under Section IV, Paragraph 4a(1), add: 11 12 The provisions in this section allowing apprentices to work at Tess than the 13 predetermined rate when they are registered in a bona fide apprenticeship 14 program registered with the U.S. Department of Labor, Employment and Training 15 Administration, or with the Bureau of Apprenticeship and Training, does not 16 preclude a requirement for the Contractor to pay apprentices the full applicable 17 predetermined rate in the event a State Apprenticeship Agency, recognized by 18 the Bureau, has not approved, or withdraws approval, of an apprenticeship 19 program. 20 21 Under Section IV, Paragraph 4c is deleted. 22 23 Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper". 24 25 Under Section IV, Paragraph 7 is revised by deleting "helpers". 26 27 Under Section V, Paragraph 2a is revised by deleting "helpers". 28 29 Under Section V, Paragraph 2d(2) is revised by deleting "helper". 30 31 Amendment to Form FHWA 1273 32 Revised June 27, 1994 MI— MN r N— —— N— M— — S— MI r N in Yakima Trolley Building Re -roofing Pre -Bid Walk-thru December 4, 2001 Name Company Address Phone Fax Leonard L. Frayo MSI Construction 1507 S 18th Ave., Yakima, WA 98902 509-457-3634 509-457-2106 Stuart Stephens Stephens & Sons Construction 2 N. 36th Ave , Yakima, WA 98902 509-457-6426 509-457-0169 John Stoll M.G . Wagner Co. 1401 Hathaway/PO Box 9605, Yakima 98909 509-575-0934 509-453-0592 Ron Huylar Huylar Construction 2 South Fir, Toppenish 98948 509-865-2830 509-865-6637 Al Gohl Glacier Construction 2001 Airport Lane, Yakima, WA 98903 509-576-0388 509-573-9519 Al Rose City of Yakima Engineering 129 North 2nd Street, Yakima 98901 Bob DesGrosellier City of Yakima Engineering 129 North 2nd Street, Yakima 98901 Nancy Charron Wardell Architects 509 West Chestnut, Yakima 98902 509-453-3693 509-453-1336 Lyle Erlewine Wardell Architects 509 West Chestnut, Yakima 98902 509-453-3693 509-453-1336 Wardell Architects, P.S 1108.00 December 11, 2001 Faxed 12/11/01 Original will be sent. Yakima Trolley Buildings Re -roofing Project No 1108 00 ADDENDUM NO. 2 To the Contractors, Subcontractors and Suppliers: The following items contain additions, deletions, or modifications to the plans and specifications This addendum forms a part of the Contract Documents and shall be bound inside the cover of the Project Manual Specification Section 00100 Instruction to Bidders, page 5, line 38: Change to Read as follows. " imposed by law, including State and Local Sales Tax." Section 00200 Bid Form, page 1, Item D: Revise to Read as follows: "D MBE/WBE BIDDERS CERTIFICATION FORM It is required that the Bidders Certification Form (page 00200-9) be filled in and signed by the bidder. Failure to provide this information WILL render the bid non-responsive " Section 00200 Bid Form, page 9, Change to Read as follows "Bidders are required to submit the following certification " Section 00200 Bid Form, page 10, Change to Read as follows "Subcontractors Certification is not required at the time of bid. Certification must be completed prior to award of any subcontract." Structural Notes, page 2, lines 12-14: Change to Read as follows "STRUCTURAL STEEL. Structural steel and connections exposed to weather shall be shop primed after fabrication. All field welds and areas where the primer is damaged during erection shall be touched up with a compatible matching color primer " END OF ADDENDUM NO 2 509 W. Chestnut • Yakima • WA • 98902 phone 509.453.3693 • fax 509.453.1336 Yakima Trolley Buildings Re -roofing Index -1 PROJECT MANUAL INDEX Part I BIDDING AND GENERAL REQUIREMENTS (Division 0) 00010 Invitation to Bid 00100 Instruction to Bidders 00200 Bid Form Bidders Check List Non -Collusion Declaration Non -Discrimination Provision Bidders Certification Subcontractor Certification 00500 General Contract (AIA A101 Reference) Performance Bond Form Informational Certificate of Insurance 00700 General Conditions (AIA A201 Reference) 00800 Supplementary General Conditions Certificate of Compliance Form 00900 Special Conditions 1 Minority and Womens Business Enterprise Policy 00950 Required Contract Provisions for Federal -Aid Construction Contracts PART 11 CONTRACT REQUIREMENTS (Division 1) 01010 Summary of the Work 01200 Progress Meetings 01300 Submittals 01311 Prevailing Wage Rates 01500 Temporary Facilities 01700 Cleanup and Project Closeout PART III TECHNICAL SPECIFICATIONS Division 2: Sitework 02070 Selective Demolition Division 3 - 4: No Work Division 5: Metals 05500 Miscellaneous Metals Division 6: Wood and Plastic 06100 Miscellaneous Rough Carpentry Division 7: Thermal and Moisture Protection 1108.00 Index Yakima Trolley Buildings Re -roofing index -2 07311 Asphalt Shingles 07551 APP Modified Bituminous Membrane Roofing 07552 Built-up Asphalt Roofing V7 OLAJ Sheet tvietal Flashing ly and l Hill Division 8: No Work Division 9: 009900 Painting Division 10-16: No Work PART IV DETAILS AND NOTES Structural Notes Details DRAWINGS (Bound Separately) A-1 Roof Plans 1108.00 Index PART 1 BIDDING AND GENERAL REQUIREMENTS Yakima Trolley Buildings Re -roofing 00010-1 SECTION 00010 - INVITATION TO BID 3 6 Sealed bids will be received until 3:00 pm on Thursday, December 13, 2001 at the City of Yakima Clerk's Office, 129 North 2nd Street, Yakima, Washington, for a lump sum General Contract, including all General and associated work for the 9 Yakima Trolley Buildings Re -roofing 12 Yakima, Washington 15 This project consists of selective demolition, including removal of existing roofing and in some cases underlayment, and new asphalt shingle, modified bitumen and built-up roofing systems for the Trolley Barn and the Substation Building, located at 306 West Pine Street, Yakima, WA. Work shall include flashing 18 and sheetmetal work in connection with the roofing systems, rough and finish carpentry, painting, and installation of shoring system at the Trolley Shop west wall. 21 Bids will be opened and publicly read aloud immediately after the specified closing time Bidders and other interested parties are invited to be present at the opening. Bids received after the specified closing time will not be considered. 24 Submit each bid in accordance with project bidding and contract documentation requirements. A Bid Bond is required. 27 Questions are to be directed to the Architect of Record: 30 Wardell Architects, P.S. 509 Chestnut Avenue, Yakima, WA. 98902 509-453-3693 fax: 509-453-1336 33 Plans may be examined at the Architect's office and at the City of Yakima Engineering Division and the following Plan Centers: 36 Yakima Plan Center Yakima, WA. Tri Cities Construction Council Kennewick, WA. 39 Bid documents may be obtained by prime bidders at the Architect's office for a non-refundable fee of $20.00 per set. Checks should be made payable to City of Yakima. Bid documents will be available at 42 the Office of the Architect on Tuesday November 27, 2001. Bidders wishing documents mailed to them may do so by paying a $15.00 non-refundable mailing fee payable to the Architect. 45 The following is applicable to federal aid projects: The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 48 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, 51 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 54 against on the grounds of race, color or national origin in consideration for an award. 1108.00 Invitation to Bid O.. Sww i dRiliia 11 U11Gy GIPU11U11i9 RG -u ui 11u 3 Prior to the execution of the contract, the successful bidder shall furnish separate performance and payment bonds, each in the amount of 100% of the contract sum, plus sales tax, as described in the Instri irtinns to bidders. The obligee shall be the City of Yakima v All bonds required in this invitation or under the contract documents shall be issued by a state authorized bonding company, licensed to transact business in Yakima County and the State of Washington. 9 A bidder whose proposal is under consideration shall upon request, promptly furnish satisfactory evidence of his/her financial resources, his/her experience, and the organization and equipment he/she has 12 available for the performance of the contract. The bidder must be registered in the State of Washington (in accordance with Chapter 18.27 RCW) and shall furnish state registration number. 15 A Mandatory Site Visit will be held at 10:00 am Tuesday, December 4, 2001 for prime contractors and other interested parties. Suhsnntractore are encouraged to attend. Meet et the site. interested �osceee! Sub -w...! :b! Ssbsb! .. 18 The City of Yakima reserves the right to reject any or all bids and to make further calls for bids in the same manner as the original call, and to waive any informalities. 21 No bidder may withdraw his/her bid after the hour set for receiving the bids, or before the award of contract, unless said award is delayed for a period exceeding 60 days. 24 By order of: Karen S Roberts City Clerk Yakima, Washington 27 30 Published: November 25, 26, December 2, 3. 33 END OF SECTION 00010 1108.00 invitation to Bid Yakima Trolley Buildings Re -roofing 00100-1 SECTION 00100 - INSTRUCTIONS TO BIDDERS 3 CONSIDERATIONS 6 To be considered, Bids must be made in accordance with these Instructions to Bidders. 9 DOCUMENTS 12 Prime bidders may obtain documents from the Architect for a non-refundable charge of $20.00 per set. Make checks payable to the City of Yakima. Incomplete, partial, or single -page copies will not be issued. 15 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Instructions to Bidders, the Bid Form and other sample contract forms. The proposed Contract Documents consist of the Conditions of the Contract (General, 18 Supplementary and other Conditions), Drawings and Details, Specifications and Schedules, and all Addenda issued prior to execution of the Contract. 21 DEFINITIONS All definitions set forth in the General Conditions and in other parts of the Contract Documents apply to the 24 Bidding Documents. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract for 27 Construction which interpret or modify the Bidding Documents. A Bid or Rica is a complete and properly executed proposal to do the Work or designated portion thereof for 30 the sums stipulated therein. To be valid Bids must be submitted in accordance with Bidding Document requirements. 33 Refer to applicable Division 1 Sections for definitions of "Basic Bid " and "Alternate Bid" A Ridder or "Bonafide Bidder" is a person or entity who submits a Bid or Bid. 36 A Sub -bidder is a person or entity who submits a bid to a Bidder for materials, labor or services for a portion of the Work. 39 BIDDER'S REPRESENTATIONS 42 Bidders shall carefully examine the documents and the site of the work to obtain first-hand knowledge of existing conditions. Contractors will not be given extra payments for conditions which can be determined by examining the site, existing structures, and documents. 45 The Architect, in making documents available for bidding, confers no license or grant for any other use. 48 By submitting his Bid each Bidder represents that: 51 The Bidder has carefully examined the project site and the documents and understands the documents and the bid is made in accordance therewith. 54 The quotation includes all costs to perform the work required by the contract documents considering all observable existing site and local conditions. 1108.00 Instructions to Bidders Yakima Trolley Buildings Re -roofing 00100=2 The bidder is familiar with local labor conditions and state, local and federal regulations affecting 3 the Work and has considered these factors in the preparation of his Bid The bidder is satisfied that the proposed Contract Documents are adequate for purposes of 6 providin g and successfully completed the Work. The bidder/the bidding Firm has adequate financial resources and will employ adequate numbers 9 of qualified personnel to coordinate, schedule, supervise and perform the work in conformance with Contract Document requirements. 12 Asbestos -Free Materials: Bidder, if awarded a contract hereby certifies and guarantees to the City of Yakima that any products of materials sold, used, or installed under the terms of this contract, will not contain any asbestos. In the event the product sold does not conform to the above standards, the Owner 15 may return the product for correction or replacement at Bidder's option and at Bidder's expense. Services performed the eller t.hich not conform to the ahove standards meet he corrected by seller at by the seller NNl Ilse � do seller's expense or make the appropriate correction within a reasonable time. 18 SITE VISITATION: 21 A Mandatory Site Visit will be held 10:00 am Tuesday, December 4, 2001, for prime contractors and other interested parties. Sub -contractors are encouraged to attend. Meet at the site. 24 QUESTIONS 27 Submit questions about Contract Documents to Architect in citing Replies will be by Addenda issued to all prime bidders and plan holders of record. Owner and Architect will not be responsible for oral 30 clarification. Questions received less than 48 hours before bid opening will not be answered. No Addenda will be issued Tess than 2 days before bid opening except for Addenda announcing a bid opening time extension. 33 SUBSTITUTIONS. 36 Specified materials, products and equipment indicated in the Bidding Documents establish a standard of required function, dimensions, appearance and quality to be met by any proposed substitution. 39 Where specified products and manufacturers are specified for any portion of the Work, such products and manufacturers shall be the basis for the Bid onleee prior approval is granted by the Architect for 42 substitution of products and/or manufacturer. Bidders shall comply with the provisions of the project manual (Section 01631) in requesting prior approval 45 for proposed substitutions. Requests for substitutions not in compliance with submittal requirements and not received by the Architect 48 at least seven (7) days prior to the date for receipt of Bid s will not be considered. If the Architect approves, subject to limitations stated in the Project Manual, any proposed substitution, 51 such approval will be set forth in an Addendum. Approvals made in any other manner shall not be valid. o substitutions V/Il be consider -ad after t4G wrtradt ®•lGrr 54 Project Manual. evicer.t oc craecific®1111 nrr, ,iric,rt f, -r in thin GAWNt/6 GJ 1108.00 instructions to Bidders Yakima Trolley Buildings Re -roofing 00100-3 3 ADDENDA: Addenda will be mailed, telephoned, faxed or delivered to all who have obtained complete sets of Contract 6 Documents from the Architect and are plan holders of record. Bidding Documents and copies of Addenda will be made available for inspection wherever documents are on file for bidding purposes. Addenda will be prepared and transmitted by the Architect. The Architect may elect to issue addenda by use of 9 facsimile (fax), followed by a printed copy. Bidders are responsible for informing their sub -bidders of pertinent addenda provisions, 12 Each Bidder is responsible for determining that he/she has received all addenda prior to submitting his/her Bid, and their receipt shall be acknowledged on the quotation form. 15 Receipt of Addenda must be acknowledged on the Bid Form. PREPARATION OF BID 18 Submit bid on form furnished by Architect in the Bidding Documents, without alterations or recapitulation of work to be done. Fill in blank spaces on form. Sign in longhand. If bidder is a partnership or co - 21 partnership, each partner must sign; if a corporation, print name of state of incorporation and legal signature of an officer authorized to bind corporation to a contract. 24 FiII in all blanks in the quotation forms by typewriter or manually with ink. Where indicated, express sums in both words and numerals. In case of a discrepancy the amount written in words shall govem. 27 Any modification or erasures on the quotation forms must be initialed by the Bidder 30 Include alternates and all cost breakdowns requested on Bid Form. Failure to comply may be cause for rejection. No segregated bids or assignments will be considered. If no change from the Basic Bid is required enter "no change" If the amount of any alternates is left blank, it will be interpreted to mean "no 33 change". Registration: All firms bidding this project shall be licensed by the State of Washington in conformance 36 with RCW 18.27 and shall furnish state registration number Receipt of Documents: The failure or omission of a bidder to receive or examine any form, instrument, 39 addendum, or other document shall in no way relieve any bidder from obligations with respect to the bid or to the contract. 42 BID SUBMITTAL Submit bid, bid security and any other required submittals in a sealed opaque envelope. Identify envelope 45 with the name of the project and the name of the Bidder. Submit bid in accordance with Invitation for Bid. Delivery of bid to place of bid is the responsibility of the Bidder. 48 Attention is called to the "Bidders Check List" immediately preceding the Bid Form, which lists required documents to be submitted at the time of bid. 51 MODIFICATION OR WITHDRAWAL OF BID Modifications of bids already received will be considered only if modification is made prior to scheduled 54 closing time for receipt of bid. Modifications must be over signature of the bidder Telegraphic, telephone facsimile or other means of modification will not be accepted. Delivery of modifications is the responsibility 1108.00 Instructions to Bidders i amnia 11uii y BuiIUinya Inc-rvvnng • 001 00-A of the Bidder Withdrawal of quotation may be accomplished at any time prior to scheduled dosing time for bid opening in manner set forth herein for modification. 3 Should a bidder submit a quotation form with all spaces not filled, the Owner at its sole discretion may consider such bid irregular and may reject the bid. The bidder agrees to hold the Owner harmless if the quotation .is rejected. AWARD OF CONTRACT 9 It is the intent of the Owner to award a Contract to the lowest responsible bidder as defined in RCW 43.19.1911., provided the bid has been submitted in accordance with Bidding Document Requirements. 12 The Owner shall have the right to accept altemates in any order or combination and to determine the low bidder based on the sum of the base bid and altemates selected. 15 TheThe City Yakima reserves the right to reject and or all bids er to make further calls for hick in the same ec s.a:ey of Yakima a:sa a u-�ave s•� the right a vas. manner as the original call, or to waive any informalities. APPEAL OF INTENDED AWARD 21 Three days after the date designated for the receipt of Bids, Bidders may inquire of the Architect as to the identity of the apparent lowest responsible Bidder 18 24 Unsuccessful bidders may protest the intended award of the contract to the Architect. The protest shall be submitted in writing within 5 days after the determination by the Architect of the apparent lowest responsible bidder The protest shall clearly state all of the facts upon which the protest is based. The 27 Architect shall respond iri writing to the protest prior to the award of the Contract by the Owner. The response of the Architect shall be the final decision of the Owner 30 POST BID INFORMATION A bidder whose proposal is under consideration shall, upon request, promptly furnish satisfactory 33 evidence of his financial resources, his experience, and the organization and equipment he has available for the performance of the contract, and shall submit to the Architect, if requested, a properly executed AIA Document A305, Contractor's Qualification Statement. 36 Within seven (7) days of notification of selection for the award of a contract for the work, the bidder shall submit the following information to the Architect: 39 1 A designation of the work to be performed by the Bidder with his own forces. 2. The proprietary names and suppliers of principal items or systems of materials and equipment 42 proposed for the work. 3 A list of names of the subcontractor or other persons or entities (including those who are to fumish materials or equipment fabricated to a special design) proposed for the principal 45 portions of the work. 4 Completed Schedule of Values. 48 Before awarding any contract, the Owner will require documentation regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce Utilization in the performance of this project. Additional information and forms are included in Section 00900 Special 51 Conditions. Th.. Bidder ...:II be r ...1 to establish to the satisfaction of ♦he Architect anti the (wr-r the reliahility 1 1 IC L)IUUGI YYI11 be 1 GL.jUII GU to G�7I. LIII.?I 1 to the satisfaction 1 VI LI IC r'v Ll ll4 . % anti a ev V esl eve the I ..uwr..a' 54 and responsibility of the persons or entities proposed to furnish and perform the work described in the bidding documents. 1108.00 Instructions to Bidders Yakima Trolley Buildings Re -roofing 00100-5 Prior to the award of the contract, the Architect will notify the Bidder in writing if either the Owner or the 3 Architect has reasonable objection to any such proposed person or entity. If the Owner or Architect has a reasonable objection to any such proposed person or entity, the Bidder may, at his option: (1) withdraw his bid, or (2) submit an acceptable substitute person or entity with an adjustment in his bid price which is 6 equal to or less than the original bid price If the Bidder fails or refuses to promptly submit an acceptable substitute person or entity with an adjustment in his bid price which is equal to or less than the original bid price, his bid shall be deemed withdrawn, and the Owner shall consider the next low bidder In the event of 9 either withdrawal or disqualification under this subparagraph, bid security will not be forfeited, notwithstanding other provisions of the bidding documents. 12 Persons and entities proposed by the bidder and to whom the owner and the architect have made no reasonable objection must be used for the work for which they were proposed and shall not be changed except with the written consent of the Owner and the Architect. 15 PERFORMANCE AND PAYMENT BONDS 18 The successful bidder shall file with the Owner separate performance and payment bonds, each in the full amount of the contract amount, including Washington State Sales Tax, on forms bound herein, or as shall be acceptable to the Owner, as security for faithful performance of the Contract and the payment of all 21 persons supplying labor and materials for construction and to cover all guarantees against defective workmanship or materials, or both, as required by the Contract Documents The surety furnishing these bonds shall have a sound financial standing and a record of service satisfactory to the Owner and shall be 24 authorized to do business in the State of Washington. All bonds required in this invitation or under the contract documents shall be issued by a state authorized 27 bonding company, licensed to transact business in Yakima County and the State of Washington. The attorney-in-fact (Resident Agent) who executes the bonds on behalf of the surety must attach a 30 notarized copy of his power of attorney as evidence of his authority to bind the surety on the date of execution of the bonds. 33 MISCELLANEOUS PROVISIONS AND CONDITIONS Taxes, Permits, Fees: 36 Bid amounts, and the Contract sum, and any agreed variations thereof shall include all taxes imposed by law, except only State and Local Sales Tax. Sales Tax shall be collected from the 39 Owner and will be paid to the State by the Contractor in conformance with the law Contractor shall furnish proof of payment of all taxes required by law 42 Bid amounts, and the Contract sum shall include fees for inspections required by public authorities. 45 END OF SECTION 00100 1108.00 Instructions to Bidders Yakima Trolley Buildings Re -roofing BIDDER'S CHECK LIST BID FORM 00200-1 The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices and extensions (if any) 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 Tess than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. BE/WBE FORM It is requested that The Bidder's Certification of the Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non-responsive. The following forms are to be executed after the contract is awarded: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND Refer to attached form. 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 00700 General Conditions and 00800 Supplementary General Conditions. 1108.00 Bid Form Yakima Trolley Buildings Re -roofing CITY OF YAKIMA 129 NORTH 2ND STREET YAKIMA, WASHINGTON Rlf PROPOSAI FOR THE YAKIMA TROLLEY BUILDINGS RE -ROOFING YAKIMA, WASHINGTON BID FORM 00200-2 TO: City Clerk City of Yakima The undersigned, having carefully examined the Contract Documents for the above project, as prepared by Wardell Architects, P.S., dated October 8, 2001, and having viewed the site, submit the following bid proposal. TOTAL BASE BID FOR PROJECT e' -2//r,1404:>4. (Print dollar amount in space above', incuding Washington State Sales Tax) Dollars SALES TAX - The undersigned agrees that the above named Basic Bid amount includes the City of Yakima's obligation for Washington State Sales Tax. The Contractor shall collect from the Owner and pay the current sales tax rate on the contract amount. COMPLETION DATE I/we agree to substantially complete the work of each project phase and the total work required by the Contract and to finally complete all work within the time constraints specified in the contract documents and subject to liquidated damages provisions specified in the Supplementary Conditions. CONTRACT If the undersigned be notified of the acceptance of this bid within 60 days of the time set for opening bids, the undersigned agrees to execute a contract for the above work for a compensation computed from the above stated sums, and to give bonds as required by the Instructions to Bidder and Contract Documents. ADDENDA Receipt of the following addenda is hereby acknowledged: Addenda No. 1 Date: 12 / 4 / 01 Addenda No. 2 Date• 12 / 11 / 01 Addenda No. Date: Addenda No. Date: 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID SURETY BID FORM 00200-3 This Bid Proposal is accompanied b - a Bid Suretyin the amount of not less than fivepercent 5 o of the F� p`�- Y l 1 total bid and in the form of one of the following: Cash, a Cashier's Check or Certified Check payable to the City of Yakima, or a Bid Proposal Bond. The Bidder is hereby advised that by signature of this Bid Proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. Name of Firm Huylar Construction Co, Inc State of Inc: Washington Note: If bidder is a corporation, write State of Incorporation; if a partnership, give full names and addresses of aR parties below 1 1 Fn Signed By: f?ffir.ial Capacity President Address: 12 South Fir Toppenish, WA 98948 Date: 12/13/01 Phone' 865-2830 Fax: 865-6637 State of Washington Contractor's License Number: HUYLAC*262DJ Federal ID Number 91-0908761 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID FORM 00200-6 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 riot 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. 4'(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." 1106.00 Bid Form Yakima Trona; Rei!dings Re -reefing Materially and Responsiveness BIG FORM 00200-7 The certification made the bidder t these Bid Conditions material, and [:el LII IG:d[IUI 1 required to be by the uiu cr pursuant to these Bid Conditions w i� �e i eger,.e eQe, and wiii govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification wilt 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 bid'er, contractor orfie rrrt ac.t r 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 pian 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 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID FORM 00200-8 he has met the "good faith" requirements of 'these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or rder 11246, as subcontractor can comely the equirements of contractor" within ethelve meaning of the Federal P ocu ement is therefore a "responsible prospective 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 Corfipliance 1108.00 Bid Form Yakima T roiiey Buildings Re -rooting BIDDERS CERTIFICATION Bidders are encouraged to submit the following certification. (BIDDER) Bin cnrai 00200-9 certifies that: 1. It intends to use the following listed construction trades in the work under the contract rl b11.1 ic J 0I 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: etvrem fi 4 and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 1108.00 Bid Form 12-10-2001 10:42AM Yakima Volley Buildings Re -roofing BID BOND FORM BID FORM 00200-4 Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ C5 which amount is not Tess than five percent of he total bid. BID BOND Sign Here 1h7 �< <C • 6 KNOW ALL MEN BY THESE PRESENTS: mat we Huylar Construction Co. Inc , as principal, and Fidelity and D-•• • .any o a' y a : as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Five percent of amount bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Yakima Trolle Buildin:s Re-roofin: Pro.e 7•: , according to the terms of the proposal or bid made by the Principal therefore, 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 13,DAY OF December 2001 Huylar onstr ction F .02 y of Maryland Surety Donna S. Martinez Attorney -in -Fact Received return of deposit in the sum of $ 1108.00 , 20, Bid Form TOTAL P.02 Yakima Trolley Buildings Re -roofing NON -COLLUSION DECLARATION BID FORM 00200-5 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: 1108.00 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 then visions of this doclaratinn NOTiiai_ TO ALL u100E tS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8.00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such �.= ti5:ities vAe.. o.•.dm. 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 IInspector General all information will he treated confidentially and caller anonymity will be nspector vvr,v. aa.. All .. ..... ............ ..... .-_ .. ' -'--- -_-__. _a and . respected. Bid Form Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: P.O. BOX 1227, BALTIMORE, MD 21203-1227 Know ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by W. B. WALBRECHER, Vice -President, and T. E. SMITH, Assistant Secretary, Company, which are set forth on the e date hereof, does hereby nominate, FRICK and Kelly A. MARBLE, all of to make, execute, seal and deliver, for, and in pursuance of authority granted by Article VI, Section 2, of t reverse side hereof and are hereby certified to be in full f constitute and appoint Ashley T. MILLER, Donna S. MA Yakima, Washington, EACH its true and lawful agent on its behalf as surety, and as its act and deed: any an undertakings in pursuance of these presents, shall be purposes, as if they had been duly executed and office in Baltimore, Md., in their own proper pe Lewis, etal, dated June 29, 1994. -Laws of d effec Z, Ken orney onds a ertakings and the execution of such bonds or ding up e Company, as fully and amply, to all intents and ledged .4t. e regularly elected officers of the Company at its This pofoT attorney revokes that issued on behalf of Melvin R. The said Assistant Secretary does herebfy that rry�,e tract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws o ACompan�c now in force. IN WITNESS WHEREOF, the sai affixed the Corporate Seal of the sai September, A.D. 1998. ATTEST: FIDELITY AND -Presid . t d Assistant Secretary have hereunto subscribed their names and IDELI D DEPOSIT COMPANY OF MARYLAND, this 16th day of OSIT COMPANY OF MARYLAND • T. E. Smith State of Maryland I ss: County of Baltimore Assistant Secretary By: W. B. Walbrecher Vice -President On this 16th day of September, A.D. 1998, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came W. B. Walbrecher, Vice -President and T. E. Smith, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ��� L1428-180-3139 Carol J. Fa. -r L. Notary Public My Commissi• Expires: August 1, 2000 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE 1, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Cnmrianv this 13 day of December , 2001 Assistant Secretary Yakima Trolley Buildings Re -roofing CITY OF YAKIMA 129 NORTH 2ND STREET YAKIMA, WASHINGTON Rln PROPORAI FOR THE YAKIMA TROLLEY BUILDINGS RE -ROOFING YAKIMA, WASHINGTON BID FORM 00200-2 TO: City Clerk City of Yakima The undersigned, having carefully examined the Contract Documents for the above project, as prepared by Wardell Architects, P.S., dated October 8, 2001, and having viewed the site, submit the following bid proposal. TOTAL BASE BID FOR PROJECT Dollars $ (Print dollar amount in space above, incuding Washington State Sales Tax) SALES TAX The undersigned agrees that the above named Basic Bid amount includes the City of Yakima's obligation for Washington State Sales Tax. The Contractor shall collect from the Owner and pay the current sales tax rate on the contract amount. COMPLETION DATE Uwe agree to substantially complete the work of each project phase and the total work required by the Contract and to finally complete all work within the time constraints specified in the contract documents and subject to liquidated damages provisions specified in the Supplementary Conditions. CONTRACT If the undersigned be notified of the acceptance of this bid within 60 days of the time set for opening bids, the undersigned agrees to execute a contract for the above work for a compensation computed from the above stated sums, and to give bonds as required by the Instructions to Bidder and Contract Documents. ADDENDA Receipt of the following addenda is hereby acknowledged: Addenda No Date: Addenda No. Date: Addenda No. Date: Addenda No. Date: Bid Form 1108.00 Yakima Trolley ey Buildings Re -rooting BID SURETY BID FORM 00200-3 This Kiri Proposal �� �.......,�......:.,d t,,, a Bid n..__.. • h•s Bid • .oposal s awvmpanied by Bid Surety in the amount of not less than five percent (5%) of the total bid and in the tonin of orie of the foiiowing: Cash, a Cashier's Check or Certified Check payable to the City of Yakima, or a Bid Proposal Bond. The Bidder is hereby advised that by signature of this Bid Proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. Name of Firm Note: If bidder is a corporation, write State of Incorporation; if a partnership, give full names and addresses of aN parties below Signed By. Official Capacity. Address: Date: Phone Fax: State of Washington Contractor's License Number: Federal ID Number 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID BOND FORM BID FORM 00200-4 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 therefore, 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 $ 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID FORM 00200-5 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, 1 am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call. I -800-424-9071 The U.S Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8.00 a.m. to 5.00 p.m., eastern time Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 1108.00 Bid Form Yakima Trolley Buildings Re -roofing NON-DISCRIMINATION PROVISION BID FORM 00200-6 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." 1108.00 Bid Form Yakima Trolley Buildings Re -roofing Materially and Responsiveness BID FORM 00200-7 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 wilt 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 h 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 has _ th burden _r Oiler and the reguidiiorls. vvrICn the agency proceeds with such ioiiilai action, it lid' t11C uU{UC11 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 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BID FORM 00200-8 he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to 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.0 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 1108.00 Bid Form Yakima Trolley Buildings Re -roofing BIDDERS CERTIFICATION Bidders are encouraged to submit the following certification. (BIDDER) BID FORM 00200-9 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: and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 1108.00 Bid Form Yakima Trolley Buildings Re -roofing SUBCONTRACTORS CERTIFICATION Subcontractors are encouraged to complete this Certification. (SUBCONTRACTOR) BID FORM 00200-10 certifies that: 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) 1108.00 Bid Form 3 6 9 12 15 18 21 24 27 30 33 Yakima Trolley Buildings Re -roofing SECTION 00500 - AGREEMENT FORM PART 1 - GENERAL 00500-1 REFERENCE TO AGREEMENT FORM: "Standard form of Agreement Between Owner and Contractor", AIA Document A101, 1997 Edition as published by the American Institute of Architects, 1735 New York Avenue NW, Washington, DC 20006, as modified and supplemented by the Contract Documents will be used as the form of agreement for this project. INSPECTION AND AVAILABILITY OF AIA DOCUMENT A101: The Agreement Form is available for inspection at the office of the Architect. ADDITIONAL REQUIREMENTS As a part of the Contract the Contractor shall provide a Performance Bond on the form provided following this Section. In addition, an Insurance Certificate for amounts and with additional insureds as specified in Section 00800, Supplementary General Conditions, shall be submitted. A sample form is included following this Section. END OF SECTION 00500 1108.00 Agreement Form I anima r roomy rauuumgs me-roormg PERFORMANCE BOND 3 BOND TO CITY OF YAKIMA KNOW ALL MEN VY THESE PRESENTS: 6 That we, the undersigned, 00500-2 9 a Corporation as Principal and a corporation organized and existing under the laws of the State of as a surety corporation, 12 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 $ for the payment of which sum on demand we bind ourselves and our successors; heirs; administrators or rpersonal representatives, as the case 15 may be. 18 This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY nF YAKIMA. DATED at Yakima, Washington, this day of , 20 21 Never -the -less, the oond dons of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on , 20the City Manager and City Clerk of 24 the CITY OF YAKIMA has let or is about to let to the said the above bounded Principal, a certain contract, the said contract being numbered , and providing for (which contract is referred to herein and is made a part hereof as though attached 27 hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided 30 for in the manner and within the time set forth; NOW THEREFORE, if the said 33 shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and material men, and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying 36 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 sub -contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its 39 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 42 in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect 45 (Contractor) By. (Print Name) 51 Approved as to form: lts: (President, Owner, etc. ) 54 (City Attorney) 57 By. 60 (Surety) (Print Name) Its: 1108.00 Agreement Form ‘',rakitmaio Tra n y RaiEidangs Re -roof -4'G PERFORMANCE BOND 3 BOND T CIS OF YAK,IMA I NGW ALL M.Pi BY THESE PRESENTS; That y,,e, Thu urprlw signed Huy 9 a Construction Cu,, Inc. Colonial American Casua=lty Qoppmm6onasPrrineIonil and Surety Co, a 00500-2 corporation organized and existing undar the law,t1 Df Li* -State of MD as a suraN carporatinn, 12 unci qualified under the law of the State t -t Washington to become t u .* spin bonds of z nrtaactor~ with municipal corporations, as e surdfy, are ,teirlly and y,-natly held and finnr; bound kJ the MTV OF YAKIMA in the r sum of y 12 1 , 0 0 0 . 0 0 for g payment of whirs suds, crr DiEm3nd we bind out "fives anti our SL=ssof`3. heirs, .ffiministr utorp Or ppprJnal teprz3seRtatrye, as the G33C 15 tT; he. 18 This abtikjation !° enteicd kilo n p m:lance of rho statutes al tin St£1 c W hia ion, t. � aar��o F the `�� ,J�i�r �...._: u, riTl' OF YAKiMA, D? R71 ak Yap' ima, WashrrUrtcrr;. thiA 11 day f D a t 'G 0 2 NeYerdhe.less, the magi c tl aboeibibt-Acirts ora much that. WHEREAS, pursuant Wren h; the'Yakima City Cbuncil on „Dec AGO IL She 0fty Manager and Cliy Clerk of 24 ihe (Try oF vA,ximt,has d for abrautini� futhe ;ald Huy lar Construction Co, , Inco ilia move imarded Patlaipal, a dairy n,rtrat7, the saki u heino numbered and providing far X a k i m a Trolley Build in q ; hich aryl Rt refentd in iiiereln and Is tnsdi a part hereof as though attached 27 novo), and, Be- roofing BJH- r AS, the girl Principal! has , rt' 1.$ &out h xPpt, the ; q d rzfjtrec:t, firati undertake to ( rf m theein provided 30 fGr it the rreanrlEr and wl h,n the Jme set at NOW iHEZEFOFE,Mesaki Iluylar Construction Co, , Inc o 3 � r ha fakthftrlly pert rm ail of the provisir3ns of said =time manner and u ilfiln the lit therein set forth, Of within such e" anion,, of time aF., maye graMfi ander yah uarffacy and sell pay a laborers; mechanics, sub,,,wolractors and material min, and alk persnars he sntlf supply said pencipaa su : orgractors with Provisionand supplies fix -the Ga!rying UP f quid wort, and sial r'U d sod C2TY or YAKIMA, f ompiuye , agents and el; d or appointed elf ha't , herrnfess from any darriage trrcasiet -edd any pergori or pnvei- y 'loon of any ogrclesness or heg1rge;'!ce Ji! the pat Of said principal, or any c b- orttattr €r the E r_mxi f yid wordy and isali art nie f' d the CJTV OF YAKIMA, its p .� d� -.i$ antsci 39 employees, agents, amd ek5.4edor appniatttd officials, h r ens tars arty dunnage or xpense by reason or failure of porformaive as specified iri said ono ra t or from r:lefectE. appearing tle developing in the material at iratruartship provided or performed under wid't;rr a period of one year after its acceptance eptance thereof by Ifie CITY Or YUMA, them id 42 irr that Event ft ohtakin :s. a1i bE nid; bul'rttsrer is rt re and remain in foil force an Off ct H u.y_a_r_ Construe -non CO, Inc. 45 r (Cmbcdral 48 51 54 {City Attortt: 57 60 1109,00 ay -rimulpf9 Vice. Pr esr c4, • Colon A al American Casualty and Surety o nn1i�lk Pint N : } grreerrient Form Power of Attorney COLONIAL AMERICAN CASUALTY AND SURETY COMPANY HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the COLONIAL AMERICAN.\ CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice Presi `d J. G. HMILTON, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the + B, of said Cr�� y, which are set forth on the reverse side hereof and are hereby certified to be in full force an j. - on the datII e = , does hereby nominate, constitute and appoint Kenneth J. FRICK and Donna MARTINEZ, I t� Yakima , `'i'� Kington, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliv ,1@rrand on its �1i,�1' .s surety, and as its act and deed: any and all bonds and undertakings, each in a penalty no t eed the sui 4f>SIX MILLION DOLLARS (S 6,000,000) and the execution of such bonds or undertakings in pu$ ce of theseoents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as i � <;, had been IIexecuted and acknowledged by the regularly elected officers of the Company at its office in Baltimor' : d., in their 6rroper persons. the extract set forth on the reverse side hereof is a true copy of Article VI, s now in force. ce-President and Assistant Secretary have hereunto subscribed their names and The said Assistant Secretary does hereby ce Section 2, of the By -Laws of said Comp IN WITNESS WHEREOF, t4. affixed the Corporate Seal of the a." -id COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this 27th day of September, A.D. 2001. ATTEST: State of Maryland County of Harford ss: On this 27th day of September, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and J. G. HAMILTON, Assistant Secretary of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. COLONIAL AMERICAN CASUALTY AND SURETY COMPANY J G. Hamilton By: Assistant Secretary Paul C. Rogers Vice President POA -F 186-0020 Patricia A. Trombetti Notary Public My Commission Expires: October 9, 2002 EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the coiicuifence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CL ®TI CICh1 orc 1 1; the undersigned, Accictant Secretauy of the COLONIAL 1 n *tl ° eSICA l T CAST Sr r • . ) vl ars t� rsi °�_S�__ v ! N.1 TAI A: :iY° Titu°".TY COMPANY, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this day of c,!r,47,fe , %', of.06de Assistant Secretary ACORCTM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 01/16/2002 PRODL' ER (709)248-3515 FAX (509)248-3673 Terril, Lewis and Wilke Insurance Inc P 0 Box 1789 112 S 4th Street Yakima, WA 98907 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED Huylar Construction Co, Inc 12 S Fir Toppenish, WA 98948 INSURER A: Ohio Casualty Group INSURER B: Allied Insurance Group INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INSRTypE LTR OF INSURANCE 'POLICY NUMBER POLICY EI=FECTIVE DATE (MMIDD/YY) 08/31/2001 POLICY EXPIRATION DATE (MM/DD/YY) 08/31/2002 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY BKW0252871202 X FIRE DAMAGE (Any one fire) $ 100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 X Per Project Aggreg PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY PRO- JECT B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS;,` NON -OWNED AUTOS ACP7500954370 ., . 1 �: SI: 08/31/2001 !"���:(�' J'' /� - l ,j 7 ' 08/31/2002 COMBINED SINGLE LIMIT (Ea accident) $ 1000 � ,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO ' =tet ` ) r r Fv, AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS LIABILITY I- r EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY BKW0252871202/STOP GAP 08/31/2001 08/31/2002 WC STATU- X OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS City of Yakima, it's agents, employees, and elected or appointed officials and Central Washington Comprehensive Mental Health are named as additional insured as respects project: Yakima Trolley Barn CG2010 form attached CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: City of Yakima 129 N. 2nd street Yakima, WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, XI KX XXXXI%EXX 10004XIiO XX1QNiQ ±OX1XXXXIXIXXXX XFX10XXXXbItioX XCar)t)(XtlaK(ifa ENKI(XXXXXXXX AUTHORIZED REPRESENTATIVE Mark Malland/LEAH ACORD 25-S (7/97) ©ACORD CORPORATION 1988 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Yakima, its agents, employees and elected or appointed officials and Central Washington Comprehensive Mental Health - RE: (If no entry appears above, information required to complete this.endorsement will be shown in (he Declarations as applicable to this endorsement.) WI -IO 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 (hat insured by or for you. CG 20 10 11 85 Yakima Trolley Buildings Re -roofing 00500-3 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE FASUIN 'YY) DATE PRODUCER AGENT ADDRESS INMIRED CONTRACTOR ADDRESS THIS CERTIFICATE IS ISSUE° AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE INSURERA: A - VII or better admitted carrier_ 1.1Nskissrl : A - VII or better admitted carrier_ INSURER C .._- INSURER D 1INSURER E.. VT 91 [iVYillAUL3 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, 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 TEAMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAYE CLAIMS. _ _ _ ______ - ___ _ _ • _ - _. TYPE OP INSURANCE POLICYNUMBER ABC 123 POLICY EFFECTIVE DATE 4MWDWYYYI 01/01/99 j f POLICY EXPIRATION DATERMMJI?DNYI LASTS EACH OCC-tT!'- CE f 1 , 000, 000 _ _-- �- A ' ,_.. illi �r GENERAL UMI L)TY1 COMMERCIAL GENERAL LIABILITY 01/01/00 --- FHS DAMAGE (Any ono We) I. S 50,000 _.-. MED EXP (Any one person) S_ L000 PERSONALS ADV INJURY . 11, 000, O00 - Z 1 - t OEN'L CLAMS MADE , _ ! OCCUR Per Job Aggregate - --- AGGREGATE LIMIT APPLIES PEA: POLICY 1 L -- i LOC • GENERAL AGGREGATE r s2,000,000 PRODUCTS • COMP/OP AGO S1,000 7 OOO + 1 1 I {—_) . AUTOMOBILELIABNUTf —X1 -- I" t ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NDN•OWNED AUTOS '—.-- i DEF 456 { 01/01%99 f 01/01/00 I COMeINEDSwGLELIMIT ! f1,00O,000 I (Ea accdenf) -- — BODILY INJURY I f lPop yarson) I /i� _.... --- —T ------ �� V f �BODILY INJURY �� VVV (Per accKMnl) _ _ _ _ PROPERTY DAMAGE S A� ,Pet acc alnq GAUGE LIABILITY �� ANY AUTO •--• I AUTO ONLY _EA ACG OENT S _ EA ACC' S OTHER THAN - -. --- AUTO ONLY AGG • S EXCESS LIABILITYEACH _1 -J OCCUR L �J CLAIMS MADE I IOFOUCTIRLE RETENTION S OCCURRENCE �, _� 1 AGGREGATE f .�..----- S 1 _ 5 _...___-- S A WORXERSCOMPENSATIONAND ABC 123 101/01/99 EMPLOYERS' t1ABR.iTY ' ' I WC WAIL). IOTH- ITo+n'.LM1'rg-__I.ER ; 01/01/00 E.L. EACH ACCIDENT f 1,000,000 . DISEASE EA EMPLOYED S 1,000,000 � OR __ __ E L. dSEASE -POLICY LIMIT S OTNER„,[ /��� , I I vVf DESCRIPTION OF OPERATIONSA.00ATIONSNEOUCLES/EXCLUSIONS‘ B EMENTISPECUL City of Yakima, its Agents, Employees, and elected officials as additional insured's for project PROV S ONS or appointed # . CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER City of Yakima 129 N. 2nd Street Yakima, NA. 98901 SHOULD ANY OF THE ABOVE DESCRIBED POUCCEES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER VALLPA MAIL 20 DAYS WMTEN NOTICE TO THE CERTIFICATE NOLOER NAMED TO THE LE NRMAILAasrurac memimummusr ra- vn IU. AUTHORIZED REPRESENTATIVE Signed by Agent, ACORD 25-S (7/97) CG 20 10 11 85 0 ACORD CORPORATION 1958 Yakima Trnllpv Riiildinnq Rc-rnnfinn COMMERCIAL LIABILITY COL—ENDORSEMENTS nnAnn 1ST REPRO JUNE 1991 POLICY "NUMBER: ARC 123 COMMERCIAL GENERAL LIABILI•. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED -OWNERS, LESSEES OR , CONTRACTORS (FORM B} This endorsemerrt modifies insurance provided under the foliowing:V4% COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE 4113. Name of Parson or Organization: CITY Op YAKIMA, ITS AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS Of 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. h� $"e Agent Signature Date CG 20 10 11 85 CG 20 10 11 85 Copyright, Insurance Services Office, inc., 1984 Yi.H.208 1997 Edition -Electronic Format AIA Document A101-1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the t.5- ay of DOGet teetin the year of 2049. L 00 (In words, indicate day, month and year) 1404—' BETWEEN the Owner. (Name, address and other infornration) City of Yakima 129 North 2nd Street Yakima, WA 98901 and the Contractor: (Name, address and other information) Huylar Construction Co. Inc. 2 South Fir Toppenish, WA 98948 The Project is: (Nance and location) Yakima Trolley Buildings Re -roofing 306 West Pine Street Yakima, WA 98902 The Architect is: (Name, address and other information) Wardell Architects, P.S. 509 West Chestnut Yakima, WA 98902 The Owner and Contractor agree as follows. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEOUENCES. CONSULTATION WITH AN ATTORNEY 15 ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D40T. APA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents hsted in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others. b 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 0 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: y1108 -- 12/13/2001. AIA License Number 1008340, which expires on 10/30/2002. 1 01997 AIA® AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs Thom the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) The date of commencement shall be fixed in a Notice to Proceed. If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other security interests, the Owner's time requirement shall be as follows: N/A 3.2 The Contract Time shall be measured from the date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than Ninety (90) calendar days from the date of commencement, eras-fellews: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion ofcertaiu portions of the Work.) , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) Liquidated Damages as defined in the General Conditions and Section 00800, 8.4 will be in effect if substantial completionof the entire project runs beyond the completion date defined above and in the Contract for Construction. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be One Hundred Twenty One Thousand and no/100 Dollars ($ 121,.000.00 ), subject to additions and deductions as provided in the Contract Documents. Above amount includes Washington State $ales Tax. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) N/A 4.3 Unit prices, if any, are as follows: NIA ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: Application for Payment shall be in compliance with the provisions of the General © 1915, 1918, 1925, 1937,1951, 19.58, 1961*, 1963, 1967, 1974, 1977, 1987, d 1997 by the American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document. y1108 -- 12/13/2001. AIA License Number 1008340, which expires on 10/30/2002. 2 THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. 01997 AIA0 AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 Conditions and Section 00800, Article 9 of the Specifications. 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 1st day of a month, the Owner shall make payment to the Contractor not later than the last day of the same month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than the last day of the following month clays after the Architect receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Subparagraph 7.3.8 of AIA Document A201-1997. .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5%); .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Subparagraph 5.1.6 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Subparagraph 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, ifany) .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AIA Document A2o1-1997. 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Clauses 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contact Documents, insert here provisions for such reduction or limitation.) NIA © 1915, 7918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: y1108 -. 12/13/2001. AIA License Number 1008340, which expires on 10/30/2002. 3 THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. MIME 01997 AtA® AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Subparagraph 12.2.2 of AIA Document Ago, -1997, and to satisfy other requirements, if any, which extend beyond fmal payment; and .2 a fmal Certificate for Payment has been issued by the Architect. 5.2.2 Prior to final payment of retained monies and/or unpaid balance of the Contract Sum, the Contractor shall submit for himself and for each of his subcontractors the Affidavit of Wages Paid signed by th Department of Labor and Industries, together with such other submittals as required by the Contract Documents and as may be required by the Owner. The Owner's final payment to the Contractor shall be made no later than 3o days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A2o1-1997. 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A2o1-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of ATA Document A2o1- 1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear mterest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert tate of interest agreed upon, ifany.) Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should he obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 The Owner's representative is: (Name, address and other information) Lyle Eriewine, AIA Wardell Architects; P.S. 509 West Chestnut Yakima, WA 98902 7.4 The Contractor's representative is: (Name, address and other information) Ron Huylar © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by the American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: y1108 -- 12113/2001 AIA License Number 1008340, which expires on 10/3012002. 4 THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. nams 01997 AIA@ AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W Washington, D.C. 20006-5292 Huylar Construction Co: Inc. 2 South Fir Toppenish, WA 98948 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. 7.6 Other provisions: None. ARTICLE 8 ENUMERATION or CONTRACT DOCUMENTS 8.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 8.1,1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor, AIA Document Ato1-1997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA Document A2o1-1997. 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated October 8, 2001 , and are as follows: Document Title Pages 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages See Attachment "A". See Attachment "A". 8.1.5 The Drawings are as follows, and are dated October 8, 2001 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date A-1 Roof Plans 8.1.6 The Addenda, if any, are as follows: Number Date 1 December 4, 2001 2 December 11, 2001 Pages 25 1 Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (list here any additional documents that are intended to form part of the Contract Documents. AIA Docwnent A2o1- 1997 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's hid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) None. © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 4 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: y1108 -- 12/13/2001. AIA License Number 1008340, which expires on 10/30/2002. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITH AN ATTORNEY /S ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. ©1997 AIAn AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 This Agreement is entered into as of the day and year first written above and is executed in at least three original copies, of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. OWNER (Signature) R.A. Zais, Jr. / City Manager (Printed name and title) ATTEST: Karen S. Roberts, CMC �..,.. /1.4.41/‘'L C NTRACTOR (4n azure) go"/JMq/ P vP (Printed name and title) d © 1915, 1918, 1925, 1937, 195i 1938, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright Taws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: y1108 -- 12/13/2001. AIA License Number 1008340, which expires on 10/30/2002. 6 THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. CONSULTATION WITH AN ATTORNEY 15 ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997 General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. ®1997 AtA® AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 Owner- Contracttor Attachment "A" p. 1 Part I BIDDING AND GENERAL REQUIREMENTS (Division 0) 00010 Invitation to Bid 00100 Instruction to Bidders 00200 Bid Form Bidders Check List Non -Collusion Declaration Non -Discrimination Provision Bidders Certification Subcontractor Certification 00500 General Contract (AIA A101 Reference) Performance Bond Form Informational Certificate of Insurance 00700 General Conditions (AIA A201 Reference) 00800 Supplementary General Cdnditions Certificate of Compliance Form 00900 Special Conditions / Minority and Womens Business Enterprise Policy 00950 Required Contract Provisions for Federal -Aid Construction Contracts PART II CONTRACT REQUIREMENTS (Division 1) 01010 Summary of the Work 01200 Progress Meetings 01300 Submittals 01311 Prevailing Wage Rates 01500 Temporary Facilities 01700 Cleanup and Project Closeout PART III TECHNICAL SPECIFICATIONS Division 2: Sitework 02070 Selective Demolition Division 3 - 4: No Work Division 5: Metals 05500 Miscellaneous Metals Division 6: Wood and Plastic 06100 Miscellaneous Rough Carpentry Owner- Contracttor Attachment "A" p. 2 Division 7: Thermal and Moisture Protection 07311 Asphalt Shingles 07551 APP Modified Bituminous Membrane Roofing 07552 Built-up Asphalt Roofing 07620 Sheet Metal Flashing and Trim Division 8: No Work Division 9: 009900 Painting Division 10-16: No Work PART IV DETAILS AND NOTES Structural Notes Details 3 6 9 12 15 18 21 24 27 30 33 Yakima Trolley Buildings Re -roofing 00700-1 SECTION 00700 - GENERAL CONDITIONS PART 1 - GENERAL REFERENCE TO GENERAL CONDITIONS DOCUMENT - "General Conditions of the Contract for Construction", AIA Document A201, 1997 Edition as published by the American Institute of Architects, 1735 New York Avenue, Washington, DC 20006, is hereby made a part of these Contract Documents, the same as if reproduced herein in full, except as modified by the Supplementary General Conditions (Section 00800). The General Conditions define basic and detailed relationships and responsibilities of parties included in Work of the Contract and requirements for provision of the Work. The General Conditions are the basis upon which many requirements of this Project Manual are related, and from which Project Manual stipulations are expanded. Bidders, contractors, subcontractors and others affected, influenced or involved in provision of the work of the Contract (or the proposed provision thereof) are advised to obtain and be familiar with the provisions of the General Conditions. INSPECTION AND AVAILABILITY OF AIA DOCUMENT A201: The General Conditions are available for inspection at the office of the Architect. 1108.00 END OF SECTION 00700 General Conditions Yakima Trolley Buildings Re -roofing SECTION 00800 - SUPPLEMENTARY CONDITIONS 3 00800-1 The following Supplementary Conditions amend, modify and/or delete provisions of the "General 6 Conditions of the Contract for Construction," AIA Document A201, Fifteenth Edition, 1997. Where a portion of the General Conditions is amended, modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. 9 ARTICLE 1: GENERAL PROVISIONS 12 1 1 5 Add the following "Where the word "similar' or "typical" occurs on the drawings, it shall be used in this general sense and 15 not as meaning identical or exact, and all details shall be worked out in relation to their location and their connection to other parts of the work. Where there is a question of intent, notify the Architect regarding interpretation. 18 Where on any Drawings a portion of the work is drawn out and the remainder is indicated in outline, the drawn out parts shall apply also to other like portions of the work. Where ornament or other detail is 21 indicated by starting only, such details shall also apply to other similar parts of the work, to properly complete the work in full, unless specifically indicated otherwise." 24 Add new paragraph - "1.1.8 MANUFACTURERS SPECIFICATIONS 27 Manufacturer's Specifications, recommendations or instructions for installing materials, equipment or appurtenances furnished as a part of this contract shall govem unless in conflict with the Specifications for 30 the project or unless local conditions prevent installation in the prescribed manner, in which case, the approval of the Architect shall be obtained before proceeding with this part of the work. If there is a conflict with the Manufacturer's instruction, dimensions, means of installation, attachment requirements, 33 framing requirements, weatherproofing requirements or other recommendations and the Drawings or Specifications, the most stringent (considered to be the most costly) is intended and will be enforced." 36 1 2 1 Add the. following. "Mention in the Specifications or indication on the Drawings of articles, materials, equipment, operations or 39 methods requires that the Contractor provide each item mentioned or indicated, of quality or subject to qualifications, noted; perform according to conditions stated, each operation prescribed; and provide therefore all labor, equipment and incidentals." 42 1 2 2 Add the. following • 45 "The Contractor is solely responsible for coordination of bidding and scope of work of subcontractors. The Architect will not act as arbiter as to which trade or subcontractor is to furnish and install various items indicated or required to perform the work." 48 Add new paragraph. 51 "1.2.4 In the case of an inconsistency between Drawings and Specifications or within either Document, not clarified by addendum, the better quality or greater quantity of Work shall be provided in accordance with the Architect's interpretation, without change in the Contract Sum. 54 1108.00 Supplementary Conditions Yakima Troiiey Buildings Re -roofing 00800-2 Supplement Paragraph AAA 41 as follows: 3 'The Specifications are of the abbreviated or "streamlined" type and include incomplete sentences. Omission of words or phrases such as "the Contractor shall" , "in conformity therewith", "shall be", "as noted on the Drawings", "according to the pians", "an", "the" and "all" are intentional. Omitted words or 6 phrases shall be supplied by inference in the same manner as they are when a "note" occurs on the Drawings. 9 Whenever an article, device or piece of equipment is referred to in singular number, such reference applies to all such articles shown on drawings or required to complete the installation." 12 ARTICLE 2: OWNER 15 Delete in its entirety and replace with the following. "2.2.2 The Owner will pay the Washington State Department of Labor & industries electrical plan review fee and the Yakima County Health District plan review fee, if required. The Contractor shall secure and 18 pay for all permits and plan review fees for building, mechanical plumbing and electric_, . _ for ��.. _...�, mechanical, plumbing lssu l� a7 IU electrical required for construction. The Contractor shall pay all fees and charges for connection to outside services and use of public or private property for storage of materials, etc." 21 7 2 3 Add the following - 24 Add to the end of the first sentence: " ..to the extent that such information is readily available to the Owner". 27 2 2 5 Amend to Include 30 "The Contractor will be fumished, free of charge, ten (10) copies of Drawings and Construction Specifications. Additional sets will be furnished at the cost of reproduction, postage and handling." 33 2 4 1 Add to the second line after the word Documents. .the Owner and Contractor shall meet and establish a written time frame for the completion of the work, 36 which shall be acknowledged in writing by both the Owner and the Contractor. If the Contractor fails within 39 ARTICLE 3: CONTRACTOR n A A _IJ 42 • I • • �' •...• .•• "If document conflicts are not raised in a timely manner, (so that Work can proceed without delay), the Contract will be deemed to choose the more costly method unless otherwise provided for, which shall be 45 at the Contractor's expense." 48 Add new subparagraph - "3.2.4 By entering into an Agreement with Owner, Contractor acknowledges that Contractor has examined all documents pertaining to the work, examined the character of the site and existing structures 51 and systems, and is satisfied as to nature of the Work, and all other matters which can in any way affect the Work. Further, by entering into Agreement with Owner, Contractor acknowledges satisfaction as to the feasibility and correctness of Contract Documents for construction and performance of the Work." 54 Supplement 3 3 1 by adding the following. 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-3 "Where construction means, methods, techniques, sequences and procedures are specified, either 3 directly, by reference to industry standards, or otherwise, the Contractor shall review specked procedures and, if they will not produce the intended results, cannot be warranted, or otherwise are objectionable to the Contractor, the Contractor shall propose alternative procedures. Where no proposal is received in a 6 timely manner, the Contractor, by signing the Agreement, has agreed that the specified procedures are acceptable, warrantable and will be used to produce the intended results. The Contractor is responsible for all coordination of all changes, created as a result of shop drawings, with the various subcontractors 9 and suppliers under contract for work of the Contractor." Add new subparagraph. 12 "3 4 4 Contractors shall comply with the laws of the State of Washington relating to prevailing wages on Public Works projects." 15 Supplement Paragraph 3 5 1 as follows - 18 "All work under this Contract shall be performed in a skillful and workmanlike manner. The warranties set forth in this paragraph and elsewhere in the Contract Documents and claims relating to breach thereof shall survive substantial completion, final acceptance and final payment." 21 "Foreign pipe will not be accepted by the Owner for use on the project." 24 3 6 1 Add the following. "Unemployment and compensation taxes, and Washington State and Local Sales Tax shall be collected 27 from the Owner and paid to the State by the Contractor as set forth in Article 9 of these Conditions." 3 7 1 Add the following. 30 "Refer to Paragraph 2.2.3 as modified by these Supplementary Conditions " 3 9 1 Amend to Include 33 'The Contractor shall employ a competent, full time superintendent during the performance of the work. Any change in the superintendent personnel shall be reviewed by the Architect and Owner. The 36 superintendent shall have full authority to represent the Contractor and communications given to the superintendent shall be as binding as if given to the Contractor Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. 39 The superintendent shall have a thorough understanding of the following: 1 Administrative procedures of the project's project requirements as set forth in the 42 construction specifications. 2. Project scheduling, sequencing of self performed and subcontractor work. 3. Layout, and overseeing the installation of each trade involved in the work. 45 4 Be knowledgeable of the installation procedures for each trade involved in the work. 5. Applicable Codes as outlined in Section 01080 " 48 Add Paragraph 3 18 3 FXTFNT OF INDFMNIFICATIQN as follows: "It is the intent of the indemnification paragraphs herein above to require the Contractor to indemnify the 51 named parties to the fullest extent permitted by RCW 4.24.115 as it now exists or is hereafter amended. It is specifically intended that the Contractor's indemnity shall cover allegations of concurrent negligence of indemnitor and indemnitee, their agents or employees; and that the duty to so indemnify shall cover all 54 costs of defense of such claims. The Contractor's indemnity obligations shall not cover allegations or adjudicated determinations that the liability arises from the sole negligence of an indemnitee In claims 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-4 against any indemnitee by an employee of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation hereunder 3 shall not be limited by the Washington State worker's compensation law, RCW Title 51. The Contractor shall provide insurance covering such indemnity obligations subject to the terms and conditions provided in Article 11 including the naming of Owner and Architect as additional insureds upon such policy Only to 6 the extent necessary to provide the indemnification of others provided herein above, and only to the extent an indemnification is not covered by insurance, the signing of the Contract by the Contractor shall operate as a waiver of the Contractor's immunity from suit under RCW Title 51. This waiver does not apply to a 9 claim made by an employee of the Contractor against the Contractor itself." 12 ARTICLE 4: ADMINISTRATION OF THE CONTRACT 4 2 2 Amend to include 15 "On site observations by the Architect are not intended in any way a review of the adequacy of the Contractors safety measures. The Contractor is solely responsible for safe conditions in, on, or near the construction site." 18 21 ".. shall be through the Architect." Supplement Paragraph 4 2 4 as follows - 24 "Communications between the Contractor or subcontractor and Architect's consultants or owner's staff shall be limited to matters of information, security arrangements, or incidental access; but in no case shall 27 such communications relate to or authorize changes to the Work or give rise to claims for additional work. Should any party to the Contract believe unauthorized communications are being made by any person, such shall be reported in writing to the Architect and to the Contractor's Superintendent." 30 4 2 5 Amend the first sentence to read: 33 "The Architect will review and recommend the amounts due to the Contractor..." 4 2 13 Add the following. 36 'The term 'aesthetic effect' as used herein refers to color, texture, profile and juxtaposition of masses. The Architect shall be the sole interpreter of the design intent with respect to such matters, but the Architect,s 39 authority with respect thereto shall not contravene any other rights of either the Owner or the Contractor ascribed to them by other provisions of the Contract." 42 Amend Paragraph 4 6 ARBITRATION as follows: The title "ARBITRATION" is deleted and substituted in its place is "DISPUTE RESOLUTION" as the new title of the paragraph. Wherever in the Contract Documents reference is made to "arbitration," the term "dispute resolution" shall be deemed to be 45 substituted in its place. Delete Paragraphs 4 6 1 4 6 2, 4 6 3 CONTROVFRSIFS AND CI AIMS St IR.IFCT TO ARRITRATION in 48 their entirety and substitute the following: "Any controversy or claim arising out of or related to the Contract, or the breach thereof, except as 51 provided in Subparagraph 4.2.13 with respect to the Architect's decisions on matters relating to aesthetic effect and except for claims which have been waived as provided elsewhere in the Contract Documents_ shall be decided by court of law under the regular rules of civil procedure unless the parties hereafter 54 mutually agree in writing to binding arbitration. This provision for litigation in place of arbitration shall be called in these Contract Documents "dispute resolution." When elsewhere in the Contract Documents 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-5 "arbitration" is referred to, the term "dispute resolution" shall be deemed substituted in place thereof When the term "demand for arbitration" or any phrase with similar meaning shall be used in the Contract 3 Documents, there shall be deemed substituted in the place thereof the term "commencement of litigation." Claims upon which the Architect has given notice and rendered a decision as provided in Subparagraph 4 4 6 shall be subject to litigation if litigation is commenced within thirty (30) days after Contractor's receipt 6 of notice; otherwise, such right to litigation of the dispute is waived. Litigation may be commenced when forty-five (45) calendar days have passed after a claim has been referred to the Architect as provided in Paragraph 4 4 and no decision has been rendered." 9 ARTICLE 5: SUBCONTRACTORS 12 Add the following suuhparagraphs• "5.1.3 Architect will not deal directly with any subcontractor, sub -subcontractor or materials supplier 15 unless agreed to with Contractor. Contact will be made only through the Contractor. Requests for information or clarification shall be routed through the Contractor. 18 5.1.3.1 In certain instances deemed appropriate by the Architect, for purposes of expediency, the Architect may communicate directly with subcontractors or material suppliers concerning the work. No such communications shall become binding until properly directed through 21 the General Contractor." "5.3.2 Contractor is fully responsible for acts and omissions of his subcontractors, and persons either 24 directly or indirectly employed by them, or under their control, as he is for his own employees.": "5 3 3 Contractor is required to pay and discharge any liens or claims against the project. The Owner will 27 retain the right to withhold payment or make payment against liens until liens are satisfied, either during th course of the Work or prior to final completion. The Contractor is required to certify that, to the best of his knowledge, all previous billings from his subcontractors and others have been paid. 30 "5 3 4 Nothing in the Contract Documents shall be construed to create any contractual relationship between any subcontractor and Owner or Architect." 33 ARTICLE 7: CHANGES IN THE WORK 36 Supplement Paragraph 7 1 1 as follows. 'The Contractor shall be responsible for notifying the bonding and insurance company(s) of changes in 39 the Work." Add the following subparagraphs' 42 "7 1.4 Contract sum adjustment proposals shall be submitted by the Contractor and by subcontractors through the Contractor on breakdown sheets adopted by the Owner for Change Proposal submittals and 45 the proposal shall be prepared in the following manner. 48 7 1 4 1 Direct I abor (;osts• 51 This is defined as the estimated labor costs determined by either the estimated number of craft hours and the hourly costs necessary to perform the change in Work; or the unit labor costs applied to the material quantities, providing said unit labor costs; whichever is applicable, according to industry practice. 54 The hourly costs shall be based on the following: 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-6 (1) Basic Wages 3 Current actual hourly wage rates, including vacation pay, for all labor, crew foreman, and general foreman performing and/or directly supervising the Work on this site. 6 (2) Fringe Benefits 9 Fringe benefits established by the State of Washington, Department of Labor & Industries or contributed to labor trust funds as itemized fringe benefits, whichever are applicable 12 (3) Workmen's Insurance Direct contributions to the State of Washington as Industrial Insurance; Medical Aid; and 15 Supplemental Pension, by the class and rates established by the State of Washington, Department of Labor & Industries. 18 (4) Federal lnsurance Direct contributions required by the Federal Insurance Compensation Act (F.I.C.A.); Federal 21 Unemployment Tax Act (F.U.T.A.); and the State Unemployment Compensation Act (S.U.C.). (5) Costs incurred by the Washington industrial Safety and Health Act (W.l.S.H.A.); established as 2 24 percent of 1, 2, 3 and 4, above. (6) Travel allowance and/or subsistence if applicable, not to exceed those established by Regional Labor 27 Union Agreements shall be itemized and identified separately. (7) No administrative time shall be allowed as a line item of the estimated cost of a change order 30 Administrative costs are considered to be part of the overhead and profit of the Contractor. 7 1 4 2 Direct Material Costs. 33 This is defined as an itemization of the estimated quantity of materials necessary to perform the change in the Work and the cost therefore. These costs shall be by the unit cost applied to the quantity and 36 extended. The unit costs shall be based on the following: (1) The net costs after all offered or available discounts or rebates. 39 (2) Freight costs; express charges; or special delivery costs when applicable. 42 No lump sum costs will be allowed except when approved in advance by the Architect and Owner. 7 1 4 3 Constn is titin Equipment i isagQ Costs 45 For rental cost for materials for machinery and equipment rented from others, the actual rental costs paid plus compensation for furnishing all fuel, oil, lubrication, repairs, maintenance and insurance to the extent 48 that such amounts are not included in the outside rental rate. For Contractor's own equipment, the rates established as computed for the equipment utilizing the 51 contractor's actual costs of ownership as determined by audit or agreement, whichever is less. 7 1 4 4 Prime Subcontractor's Proposals 54 Subcontractor's proposals are to be itemized as in 71 4.1, 71.4.2, 7.1 4.3 above. 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-7 7 1 4 5 Overhead and profit by the Contractor actually performing the Work 3 A total amount, not to exceed 15 percent of items 7.1 4.1, 7.1 4.2, and 71.4.3 above will be allowed. This is to compensate such contractor for all personnel not defined in 7.1.4.1 (1) above; temporary construction 6 facilities; home office costs; office engineering and estimating costs; and profit, plus any other cost incidental to the performance of the change in work. 9 7 1 4 6 Overhead and Profit by the Contractor or Subcontractors when not Actually Performing the Work Contractor 12 (1) A total amount not to exceed 10 percent of the total amount of the subcontractor's proposal as defined in 71.4 4 above will be allowed for all overhead and profit to supervise and administer the 15 subcontractors actually performing the change in work. (2) No direct labor by the Contractor will be allowed added to a subcontractor's proposal. Contractor's 18 direct labor, if required, must be submitted as outlined in 7.1.5.2, Direct Labor Costs. Subcontractor Administering, but not performing the Work 21 In the case of a subcontractor providing pass-through administration of a change, i.e., a change order in which work is performed by a subcontractor to a subcontractor, the administering subcontractor will be 24 limited to a maximum of 5 percent overhead and profit on the amount of the change order work performed by its sub -subcontractor. A maximum of 15 percent overhead and profit will be allowed for administration by the administering subcontractor and Contractor combined on work performed by 27 sub -subcontractors. In no case shall the total amount of overhead and profit computed on a change, including sub -subcontractors, subcontractors and contractor, exceed a total of 30 percent. 30 7 1 4 7 Cost of any Increase or Decrease in Premium by Insurance and Public Works Ropd Caused by the Change 33 (1) General Contractor's Liability Insurance To the above, the costs of the General Contractor's Liability Insurance may be added. 36 (2) Bond 39 To the above, the cost of the Contractor's Bond may be added. 7 1 4 8 Deductive Changes 42 Items 7.1.4.1, 7.1.4.2, 7.1.4.3, 7.1.4.4, and 7.1 4.7 will be itemized for deleted changes in the Work. 45 7 1 4 9 Additive Changes and Deductive Changes Together (1) If a change in the Work involves both additive and deductive changes, the appropriate overhead and 48 profit amount allowed will be added to the net difference of items 7.1 41, 7.1 4.2, 7 1.4.3, and 7.1.4.4. 51 (2) If other additive changed items are included in the same change proposal, the appropriate overhead and profit allowed is to be applied to these individual change items. 54 7.1.4 10 Sales tax will be added following the total of the change amount, including mark-ups." 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-8 7 In the 4th and 5th !Inas REELACE the words "a reasonable allowance for overhead and profit" with the words "an allowance for overhead and profit in accordance with the schedule in Paragraph 7 1 4 3 above." 7 3 fl i int ti le second line nn FIE the words "or custom". 6 Amend 7 7 7 es follows. 9 "... those listed in subparagraphs 7 1 4 and 7.3.3." 7 2 3 Add the following new suhparagraphs 12 '7.2.3 1 If the costs for change(s) are disputed, the work shall continue with the provision that the adjustment to the Contract Sum will not exceed the larger amount under protest. 15 7.2.3.2 if the Contractor is ordered to proceed under protest, it is the Contractor's obligation to notify the Owner in writing, within 21 days, of the reasons for the proposed amount of the claim. Failure 18 to do so waives the claim by the Contractor. 7.2.3.3 If the Contractor knows of or should have knowledge of a concealed or partially concealed 21 condition as part of the site and Contract Documents review prior to the bid, the Contract Sum shall not be increased. 24 7.2.3.4 In no case will any claims for extras be allowed unless such work, labor, materials or equipment have been ordered in writing by Owner through Architect. Claims for such extras must be approved by Architect before Owner makes payment. 27 7.2.3.5 if there exists a conflict among the Contract Documents, assume the most expensive work indicated is to be provided. Further, if work is shown on the drawings but not in the specifications, 30 or work is specified but not shown on drawings the work is to he provided with specifications or clarification drawings to be issued as appropriate." 33 Supplement Paragraph 7 3 R 3 as follows: 'The cost of small tools shall be considered a part of the cost of overhead and not allowed as a separate 36 line item." ARTICLE 8: TIME 39 Supplement Paragraph 8 2 3 as follows: 42 "After substantial completion the Contractor shall carry the work forward expeditiously with adequate forces and shall achieve final completion, satisfying all requirements necessary for the Owner's acceptance of the project, within thirty (30) calendar days after substantial completion." 45 Add to Paragraph 8 3 Delays and Extensions of Time - 48 8 3 1 Modify as follows. Modify the sixth line by changing the word "shall" to "may" 51 Add new paragraphs - 54 "8.3.1.1 If the Contractor is delayed in prosecution and completion of the work by any cause beyond the Contractor's control, Contractor shall have no claim or right of action for damages from Owner 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-9 for any such cause or delay, unless cause or delay is result of fraud or active interference by the Owner. Extension of time commensurate with the actual delay for completion of work may be 3 awarded in writing by Owner provided; that written claim for extension of time is made by Contractor, through the Architect, to Owner, within 20 calendar days from the beginning of the alleged cause for delay Owner reserves right to withhold granting of any time extension until 6 stipulated contract period is about to expire. 8.3 1.2 The Owner may waive its right to withhold granting of time extensions and may grant 9 extensions of time for any reason. 8.3.1.3 The Contractor shall not be entitled to recovery of damages or extra compensation of any 12 kind for time delays resulting, in any way, from Contractor's failure or inability to perform all portions and phases of the work, throughout the course of the project, in full compliance with Contract Documents requirements. 15 8.3.1 4 Any or each delay will be considered as a single event. No consideration will be given to the compounding of delays. 18 8 3 4 No extension of time for completion will be allowed for delays or suspensions caused by or contributed to by the fault or negligence of Contractor 21 Work that deviates from the Contract Documents and the Architect requires to be corrected, are not grounds for time extensions. 24 8.4 LIQUIDATED DAMAGES 27 8 41 For each calendar day after the contracted date fixed for substantial completion of the project, as adjusted by change order, if applicable, that the work remains uncompleted, the Contractor agrees to pay and authorizes the Owner to deduct from any money due, or coming due to the Contractor the sum of 30 $200 00 as liquidated damages, not as a penalty; provided that nothing contained herein shall preclude Owner from recovering actual damages in a greater amount where the same are proven by a preponderance of the evidence. 33 .1 The time between the date established as Substantial Completion and the date fixed as Final Completion shall not exceed 30 calendar days. .2 The right of the Owner of liquidated damages is not affected by partial completion, 36 occupancy, or beneficial occupancy .3 Liquidated damages do not relieve the Contractor from liability for damages due to other breaches. The Contractor, by submitting its bid, assumes responsibility for liquidated 39 damages and believes them to be reasonable. Disagreement with the amount or conditions of liquidated damages are waived unless articulated in writing at the time of the bid." 42 ARTICLE 9: PAYMENTS AND COMPLETION 45 Add new subparagraph - "9.1.2 The contract sum, and any agreed variations thereof shall include all taxes imposed by law, except 48 only State and Local Sales Tax. For each progress payment, a proportionate amount of sales tax will be collected from the Owner and will be paid to the State by the Contractor in conformance with the law. The contractor shall furnish proof of payment of all taxes required by law." 51 9 3 1 Add the following. 54 "The form of Application for Payment shall be AIA Document G702, Application and Certificate for 1108.00 Supplementary Conditions VoIrima Tr"ilay RuilAinge Rn_rnnfinn nntuvil 0 Payment, supported by AIA Document G703 or Architects Standard Form, Continuation Sheet; notarized." 3 9 31 Delete the first sentence and replace with the following: "Progress payments will be made to the Contractor on a monthly basis, providing that Contractor shall qt ihmit to thP+Arrhiteet nrnperiv PYPri rtPri Annliratinn anri net tifirete fnr Payment fnr wnrk nerFnrmPri the previous month, by the first working day of each month." 9 Add new suhperagrephs- "9.3.1 3 Prior to the release of any funds (first Progress Payment), the Contractor shall submit a list of 12 subcontractors, construction schedule, schedules of values and a Statement of Intent to Pay Prevailing Wages for himself and his subcontractors property signed by the Department of Labor & Industries. Refer to Section 01300 for additional requirements. 15 3.1 4 A sum not to exceed five percent (5%) of the monies earned by the Contractor nn estimates during the progress of the improvement or work shall be reserved by the Owner. Said sum is to be retained by 18 the Owner as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or material supplier who shall perform any labor upon such contract or the doing of said work, all in accordance with the requirements of Chapter 60.28.011 RCW in lieu of cash retainage, the 21 Contractor may post a bond in accordance with Chapter 60.28 RCW. 9 3.1.5 No money will be retained on sales tax. 24 9 3.1.6 A sum equal to two percent (2%) of the monies designated for construction will be set aside as a separate line item on the pay request as "close out" to facilitate completion of work in a timely progress. 27 See Section 01300 "Submittals" and Section 01700 "Project Close Out". No funds from this amount will be released until all of the items indicated are completed." JV 30 el r• A f1�1�1_ --L slit s rZ) I Mlelle In ILS entlleLy and SUDSULU[e the TOKNVing. "9.6 1 For each properly executed application for payment package submitted by the Contractor, the 33 Owner shall reimburse the Contractor the amount certified by the Architect by the last day of the month following the month of the performance of the work. 36 Prior to final payment of retained monies and/or unpaid balance of the Contract Sum, the Contractor shall submit for himself and for each of his subcontractors the Affidavit of Wages Paid signed by the Department of Labor & Industries, together with such other submittals as required by the contract 39 documents and as may be required by the Owner Ariri the fnllnwinn to Paragraph 9.R 1 42 "No portion of the project will be considered substantially complete until the local building and fire authorities shall have issued a Certificate of Occupancy covering that portion of the Work. All of the 45 project's parts and systems shall be accessible, operable, and usable by the Owner, including site work. The project shall be cleaned. Only incidental corrective work under punch lists and final cleaning may remain for final completion. The Work may not be considered substantially complete if the corrective work 48 or punch list work, in the Architect's reasonable judgment, cannot be completed within thirty (30) calendar days under conditions of Owner occupancy and without material interference with Owner occupancy." 51 Supplement Paragraph 910 2 by adding the following: "Reteinege shell net be neirl until the Pont actor has obtained nort eetinn .-.r approvals required ley I.s... ..... .`y she!! net .... p...... ..1 nn ..... vvl .....vay. I • 4 obtained wl enl V[AIJv1 1 v1 approvals ulv 1 c.Mw1 v.A vy lure, 54 including the approval of the Department of Labor & Industries of "Affidavit of Wages Paid" and the certification of the Washington Department of Revenue regarding taxes pursuant to RCW 60.28.051. The 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-11 disposition of retainage shall be fully subject to all rights and requirements stated in RCW 60.28. "Final completion," "acceptance," and "completion of all contract work" shall mean passage of a resolution of 3 acceptance by the Yakima City Council. Such acceptance shall be due promptly upon the issuance of the Architect's final Certificate for Payment and Owners receipt of Contractor's submissions required by this Section 9.10." 6 ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY 9 10 2 4 Delete in its entirety and replace with the following: "Use of explosives are not permitted in this project." 12 Add new subparagraphs. 15 "10.2.8 Contractor is solely and completely responsible for conditions of job site in connection with work of the Contract, including safety of all persons and property, preparatory to and during performance of the Work. This requirement applies continuously and is not limited to normal working hours. 18 10.2.9 Contract documents, and all joint and subsequent phases of construction are governed, at all times by applicable provisions, amendments, etc., of govemmental laws, regulations and ordinances. 21 10.2.10 Duty of Architect or Owner's representative to conduct construction review of Contractor's performance is not intended to include review of adequacy of Contractor's safety measures in, on, or near 24 the construction site." ARTICLE 11: INSURANCE AND BONDS 27 11 1 Contractor's Liability Insurance, expand Paragraph 11 1 1 to include the following: 30 'The Contractor shall obtain liability insurance covering all work of his own and that of his subcontractors. The Contractor shall not commence work until he has obtained all insurance required, nor shall the 33 Contractor allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been so obtained. The Contractor shall carry the following insurance for the duration of the Contract: 36 Compensation Insurance. The Contractor shall carry Workers' Compensation Insurance for all his employees employed at the site of the project. The Contractor shall require the subcontractors 39 similarly to provide Workers' Compensation Insurance for all of the latter's employees. For any employees not subject to the State Act, the Contractor shall provide and shall cause each subcontractor to provide compensation insurance with a private company in an amount equivalent 42 to that provided by the Workers' Compensation Statute, but no less than a $1,000,000 limit of liability, for the protection of his employees not otherwise protected. 45 The Contractor shall comply with all the requirements and conditions of the State of Washington Workers' Compensation Law, also with the rules, regulations and decisions made during the duration of this contract. The Contractor shall save the Owner and agents of the Owner harmless 48 from any loss, damage or expense which they may suffer by failure of the Contractor to comply with the above 51 Comprehensive General 1 iahility and Autmmnbile I iability Insi trance. The Contractor shall take out and maintain during the life of this contract and longer where indicated, the following coverages: 54 The City of Yakima and Wardell Architects, P.S. shall be named as additional insureds for liability arising out of work under this contract as a result of negligence, real or alleged, on 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-12 the part of the Contractor, his subcontractors and their subcontractors The policy Shalnl permit "cross liability", the situation of insured against insured. 3 Coverage and minimum limits of liability shall be as follows: 6 Comprehensive General Liability (including premises -operations; independent contractors' protective; products and completed operations; broad form property damage): 9 Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Aggregate, Products and Completed Operations 12 Property nemage' $1,000,000 Each Occurrence 15 $1,000,000 Aggregate Products and Completed Operations Insurance shall be maintained for a minimum period of 1 R twr yearg after final payment and rnntrartnr ghat) enntini:A to prnvirie evirlenrp of gi irh coverage to Owner on an annual basis during the aforementioned period. 21 Property Damage Liability Insurance shall include coverage for the following hazards: Explosion, Collapse, Underground. 24 Contractual Liability (Hold Harmless Coverage) for Bodily Injury: $1,000,000 Each Occurrence 27 Property Damage: $1,000,000 Each Occurrence 30 $1,000,000 Aggregate Personal Injury, with Employment Exclusion deleted: 33 $1,000,000 Aggregate Comprehensive Automobile Liability (owned, non -owned, hired): 36 Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident 39 Property Damage: $1,000,000 Each Occurrence 42 Course of Construction Insurance ,hall he es Fnllows- The Contractor shall carry the amount of the contract on an ALS 72 or similar form. 45 Maximum $5,000.00 deductible; the Contractor shall be responsible for the amounts under the deductible. 48 The City of Yakima, all subcontractors and the City of Yakima Architect / Engineering Consultants shall be named as additional insured." 51 Delete Paragraph 11 4 1 in its entirety and st ihstiti rte the following: 54 "Contractor shall provide to the Owner separate performance and payment bonds (a Washington Public Works Bond) fully satisfying all requirements of RCW Ch. 39.08. Such bonds shall be in an amount equal 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing to one hundred percent (100%) of the Contract sum plus Washington State sales taxes." 3 ARTICLE 12: UNCOVERING AND CORRECTION OF WORK 17 2 1 1 Correction of Work. add the following. 6 'The guarantee and warranty period for heating, piping, electrical, ventilating, refrigeration, plumbing, temperature control, elevators, or other mechanical equipment shall be in effect from the date of 9 Substantial Completion of the Work, unless the whole or partial system or a separate piece of equipment or component is put into use for the benefit of a party other than the installing subcontractor with the prior authorization of the Owner or the Architect. When written authorization has been given, the guarantee 12 and warranty period will commence when that item is placed in operation. At the time of Substantial Completion, the Contractor shall, at no cost to the Owner, place that item in first class operating condition, as if it had not been used." 15 12 7 7 1 Add the fallowing: 18 "The correction work provided in Article 12, shall be in addition to the warranties provided in the Agreement and particularly those provided in paragraph 3.5." 21 ARTICLE 13: MISCELLANEOUS PROVISIONS 00800-13 13 1 1 add the following. 24 "Contractors shall comply with Chapter 18.27 RCW relating to Contractor registration and Chapter 38 08 RCW relating to Contractor's bond." 27 Add the following paragraphs - 30 "13.8 PREVAILING WAGE RATES. 13.8.1 The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the 33 performance of any part of this contract shall be in accordance with provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor & Industries and the schedule of prevailing wage rates for the locality where this contract will be performed as determined by the Industrial 36 Statistician of the Department of Labor & Industries, are made a part of this contract and are found bound herein in Section 01311. 39 13.8.2 Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates before submitting bids based on these specifications. 42 13.8.3 In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management 45 representatives, the matter shall be referred for arbitration to the Director of the Department & Industries of the State and his decision therein shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39 12.060 as amended. 48 13.8.4 Prevailing wage data, clarifications, etc., will be furnished by the Industrial Statistician upon request. Address - Division of Industrial Relations, Department of Labor & Industries, General 51 Administration Building, Olympia, Washington 98504. Telephone (206) 753-6311 Data is also available on their web site, www.lni.wa.gov." 54 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-14 "13.9 WAGE RATE FORMS' 3 13 91 Before payment is made by the local agency of any sums due under this contract, the local agency must receive from the Contractor and each subcontractor a copy of "Statement of intent to Pay Prevailing Wages" (Form L&i Number F700-029-000) approved by the Washington State Department of Labor R 6 industries. " 13.9.2 Upon completion of this contract, the local agency must receive from the Contractor and each 9 subcontractor a copy of "Affidavit of Wages Paid" (Form L&I Number F700-007-000) approved by the State Department of Labor & Industries. In addition, the local agency must receive from the prime contractor a copy of "Request for Release" (Form L&I Number F263-083-000) approved by the State 12 Department of Labor & Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Forms may be obtained from the Department of Labor & Industries. A fee amount required by state law for each "Statement of Intent to Pay 15 Prevailing Wages" and ".Affidavit of Wages Paid" is required to accompany each foram submitted to the Department of Labor & industries. These fees shall be incidental to all the bid items of this contract. 18 13.9.3 If using the nrr� rpation code wage affidavits and payrolls, and the - ----r--•--• •for�..ay�. and Nay,u„,, and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number." 21 "13.10 EIGHT HOUR LAW AND PAYMENTS FOR LABOR: 13.101 In accordance with Chapter 49.28 RCW, the Contractor agrees that no laborer, workman or 24 mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or any part of the work contemplated by this contract, shall be permitted or required to work more than eight hours in any one calendar day, provided that in cases of extraordinary emergency, such as 27 danger to life or property, the hours of work may be extended, but in such cases the rate of pay for time employed in excess of eight hours of each calendar day shall be not less than one and one half times the rate allowed for this same amount of time during eight hours of service. Any work r IULxssar y to be 30 performed after regular working hours, or Sunday or legal holidays shall be performed without additional expense to the Owner " 33 "13 11 OFFSHORE ITEMS 36 13.11 1 In compliance with Chapter 39.25 RCW, you are required at the completion of the above referenced contract to furnish the Owner a certified statement setting forth the nature and source of Offshore items in excess of Two Thousand Five hundred and no/100 Dollars ($2,500 00) which have been 39 utilized in the performance of the contract. 13.11.2 "Offshore Items" are those items procured from sources beyond the territorial boundaries of the 42 United States including Alaska and Hawaii. 13.1 1.3 This certified statement is mandatory and must be received before final payment on the contract 45 can be made." 48 51 "13.12 NON DISCRIMINATION 13.12.1 All contractors shall comply with the Washington State Law against discrimination, RCW 49.60, and with all applicable portions of the Title VII and the Civil Rights Act of 1964. 1312.2 Contractor shall agree to fully comply with the following nondiscrimination clause in compliance with the provisions of Chapter 49.60 of the Laws of the State of Washington and Federal Regulations 54 (Title 29CFR, Part 30). 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00800-15 13.12.2.1 The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex or age. The Contractor will ensure that 3 applicants are employed and that employees are treated during employment without regard to their race, creed, color, national origin, sex or age. Such action shall include, but not be limited to, the following: Employment upgrading, demotion or transfer, recruitment or recruitment 6 advertising, layoff or termination, rates of pay or other forms of compensation and selection for training. 9 13.12.2.2 The Contractor will, in all solicitations for employees or job orders for employees or job orders for employees placed with any employment agency, union or other firm or agency, state that all qualified applicants will receive consideration for employment without regard to race, 12 creed, color, national origin, sex or age. The words "equal opportunity employer" in advertisements shall constitute compliance with this section. 15 13.12.2.3 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 advising the said labor union or workers' representative of the Contractor's commitments under this section. 18 13 12.2.4 The Contractor will include the provisions of the foregoing three paragraphs in every subcontract or purchase order for the goods or services which are the subject matter of this 21 contract. 13.12.3 In the event of noncompliance by the Contractor with any of the nondiscrimination provisions of 24 the contract, the contracting agency shall have the right at its option, to cancel the contract in whole or in part. If the contract is cancelled after part performance, the contracting agency shall be obligated to pay the fair market value or the contract price, whichever is lower, for goods or services which have been 27 received and accepted. 1312.4 Contractors shall comply with applicable federal regulations and applicable provisions of Chapter 30 70 92 RCW relating to provisions for the aged and physically handicapped." 33 ADD NFW ARTICI FS TO (FNFRAI CANfITIfNR• "ARTICLE 15: STATUTORY PROVISIONS 36 Comply with all applicable codes, ordinances, regulations and statutory provisions relating to public works, including, but not limited to, the following: 39 1 Chapter 70.92 RCW relating to provisions for the aging and physically handicapped. 2. Chapter 39.12 RCW relating to prevailing wages on public works. 42 3 Chapter 39.16 RCW relating to resident employees on public works. 4 Chapter 49.28 RCW relating to hours of labor. 5 Chapter 49 60 RCW relating to discrimination. 45 6 Chapter 39.08 RCW relating to Contractor's bond. 7. Chapter 18.27 RCW relating to registration of Contractors. 8. Chapter 39.25 RCW relating to offshore items. 48 9. Chapter 60.28 RCW relating to retainage. 10 Chapter 49.17 RCW relating to WISHA and all rules and regulations promulgated. 11 WAC 51-11 Washington State Energy Code 51 12. WAC 51-13 relating to Ventilation and Indoor Air Quality. 13 WAC 51-16 Washington State Building Code 14. WAC 51-18 relating to Water Conservation Performance Standards. 54 15 WAC 51-20 relating to Accessibility. 16. WAC 296-62 'relating to Occupational Health Standards." 1108.00 Supplementary Conditions Yakima Trolley Buildings Re-roonna 00800-16 3 "ARTICLE 16: EQUAL OPPORTUNITY 16,1 The Contractor shall maintain policies of employment as follows - 6 16.1 1 The Contractor and all subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin. The Contractor shall take affirmative 9 action to ensure that applicants are employed and that employees are treated during employment without regard to their race, religion, color, 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 12 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 setting forth the policies of non-discrimination. 15 16.1.2 The Contractor and all subcontractors shall, in ail solicitations or advertisements for employees placed by them or on their behalf state that all qualified applicants will receive consideration for 18 employment without regard to race, religion, color, sex, or national origin." 21 END OF SECTION 00800 1108.00 Supplementary Conditions 3 6 9 12 15 18 21 24 27 30 Yakima Trolley Buildings Re -roofing 00800-17 r.FRTIFIC.ATF OF COMP! IAN(:F 1 / We certify that a Statement of Intent to Pay Prevailing Wages as required under RCW 39.12.040 has been submitted to the Department of Labor and Industries of the State of Washington for each Contractor or Subcontractor prior to commencing work on the contract for the Yakima Trolley Buildings Re -roofing in Yakima, Washington, for the City of Yakima Department of Engineering. Company Name Authorized Signature Date END OF CERTIFICATE 1108.00 Supplementary Conditions Yakima Trolley Buildings Re -roofing 00900-1 SECTION 00900 - SPECIAL CONDITIONS 3 PART 1 - GENERAL 6 PROVISIONS FOR WOMEN AND MINORITY BUSINESS PARTICIPATION AND AFFIRMATIVE 9 ACTION Prior to awarding a contract, the Owner requires that documentation be provided regarding efforts to 12 maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce Utilization in the performance of this project. 15 The goal for the project is 10% WMBE participation. The Contractor shall: 18 o Identify the MBEs/WBEs used to fulfill the goal. 21 o Identify the subcontractors with the percentage of work they will do o Furnish an Affirmative Action profile, by ethnic category, on the subcpntractors' 24 employees proposed to be utilized to do the subcontract work. o Furnish an Affirmative Action profile, by ethnic category, on the general contractor's 27 employees proposed to be utilized to do the contract work. The above information will be requested by the Owner of the low bidder prior to award of the contract. 30 Other pertinent information is included in this Section. Forms are included in Section 00200, Bid Form. 33 36 1108.00 Special Conditions Yakima Trolley Buildings Re -roofing 00950-1 SECTION 00950 — REQUIRED CONTRACT PROVISIONS FOR FEDERAL -AID CONSTRUCTION 3 CONTRACTS 6 PART 1 - GENERAL 9 The provisions following this Section are required on work pertaining to construction of this project, which is funded through a Federal Grant. 12 15 18 END OF SECTION 00950 1108.00 Required Contract Provisions for Federal -Aid Construction Contracts REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page I. General. ... 1 II. Nondiscrimination 1 III. Nonsegregated Facilities. 3 W Payment of Predetermined Minimum Wage 3 V Statements and Payrolls. 6 VI. Record of Matenals, Supplies, and Labor 6 VII. Subletting or Assigning the Contract 7 VIII. Safety: Accident Prevention 7 IX. False Statements Concerning Highway Projects.... ........ ..... 7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act 8 XI. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion 8 XII. Certification Regarding Use of Contract Funds for Lobbying. 9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) L GENERAL 1 These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate supenntendence and to all work performed on the contract by piecework, station work, or by subcontract 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their mclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prune contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3 A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4 A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5 12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5 Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in acconlance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7 Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. 6. Selection of Labor: During the performance of this contract, the contractor shall not: a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. IL NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1 Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et sin.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference m this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO - a. The contractor will work with the State highway agency (SHA) and the Federal Government m carrying out EEO obligations and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability Such action shall include: 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, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3 Dissemination of Policy: All members of the contractor's staff who are authorized to lure, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recmitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minonty group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. Form FHWA-1273 (Rev 3-94) Pape 1 e. The contractors EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4 Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer " All such advertisements will be placed in publica- tions having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargammng agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event. the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractors compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of d__ obligates the emir. ., do euaua S0.Sarnat[rdg a�al,y'dlL SidlrSLl ltieJ VS woStt£SS, or obligates !!Su 6y!.SlSSritSD1 to S25) the same, such implementation violates Executive Order 11246, as amend- ed.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established aril's administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether them is evidence of discrnrunation. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation Indicates that the discrinunauon may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision Pape 2 for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7 Unions: If the contractor relies in whole or m part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's associanon acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher payme, l:; ;est l v.�i S'1'!t1 �' b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such Information. d. 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 m the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard ♦b race, color, religion, sex, national 011511U, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL 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 employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcontractor compliance with their EEO obligations. 9 Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of Form FHWA-1273 (Rev 3-94) the contract work and shall be available at reasonable times and places for inspection by authonzed representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non-nunority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; (3) The progress and efforts being made in locating, hiring, framing, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at anv of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restmoms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinlang fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national ongin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local mads or rural minor collectors, which are exempt.) 1 General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH -1321) or Fonn FHWA-1495) shall be posted at all tunes by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(bX2) of the Davis - Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provi- sions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly penod (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly pend. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV Form FHWA-1273 (Rev 3-94) Pape 3 b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the tune actually worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification m which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classitieatio_n_ in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. if the contractor or subcontractors, as appropriate, the laborers and mechamos (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and Hour Adnruastrator, of an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary d. in the event the contractor or subcontractors, as appropriate, the laboieis or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized representative, will issue a determi- nation within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day penod that additional time is necessary e. The wage rate (i.eludinng fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section Iii shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification 3 Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed m the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. Page 4 b. if the contractor or subcontractor, as appropriate, does not make payments to a tnistee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations eider the plan or program 4 Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman -level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage detemunation for the classification of work actually performed. in addition, any appren- tice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is perfomung construction on a project m a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. App entices shall be paid fringe benefits m accordance with the provisions of the apprenticeship program if the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utili7P apprentices at less than the applicable predetermined rate for the comparable work performed by regular einpioyees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5 16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered m a program which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Admmistratron. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Admunstration. Any employee listed on the Form FHWA-1273 (Rev 3-94) payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified m the approved program for his/her level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the eon-esponding joumeyman-level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no Longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved definition, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed 5 Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon wntten request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, tramees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of fiords until such violations have ceased. 7 Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described m paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (m the case of work done under contract for the District of Columbia or a temtory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7 Form FHWA-1273 (Rev 3-94) Pape 5 9 Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same pnme contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AM) PAYROJ.t S (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local mads or rural collectors, which are exempt.) I Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relatmg thereto shall be maintained by the contractor and each sot,s,mt-retca; during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, socias security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated m writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and tramees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll penod). The payroll submitted shall set out accurately and completely all of the information reqtfired to be maintained under paragraph 2b of this Section V This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: Pane 6 (1) that the payroll for the payroll period coshtaiqs the Information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract durmg the payroll penod has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3, (3) that each laborer or mechanic has been paid not less that the apphcable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified m the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S 231. g. The contractor or subcontractor shall make the records required wader h 2h of tins Seec n V available for ... parag:..i.. .. ., ..uvu ., ... wi%iuviy i""yr uag_ transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during workmg hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1 On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall. a. Become familiar with the list of specific matenals and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and Incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47 c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph Ib relative to materials and supplies, a final labor sununary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1 The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total ongmal contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the Form FHWA-1273 (Rev 3-94) amount of work required to be performed by the contractor's own organiza- tion (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all constriction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized lepiesentative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in waiting and that it contains all pertinent provisions and requirements of the prime contract VIII. SAFETY: ACCIDENT PREVENTION 1 In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, m accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3 Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have nght of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to cavy out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perforin their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal - aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representa- tion, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation, or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented: Shall be fined not more that $10,000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1 That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 etsem., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et sec , as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requiieinents of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3 That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4 That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X m every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such requirements. XL CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION Form FHWA-1273 (Rev 3-94) Pace 7 1 Instructions for Cea—tification - Primacy Covered Transactions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it carucoi provide the certification set out below The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification m this clause is a material tepiesentation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primacy participant knowingly rendered an erroneous kation, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default d. The prospective primary participant shall porde unastiate prospective written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous bv reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 You may contact the department or agency to which this proposal is submitted for assistance m obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from narticipetion in this covered transaction,unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," provided by the departinent or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h A participant m a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. J. Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. Form FHWA-1273 (Rev 3-94) Pane 8 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3 -year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, c. Are not presently indicted for or otherwise criminally or civilly charged by a govetmmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3 -year period preceding this applica- tion/proposal bad one or more public transactions (Federal, State or local) terminated for cause or default 2. Where the prospective primary participant is unable to certify to any of the statements m this certification, such prospective participant shall attach an explanation to this proposal 2. Instructions for Certification - Lower Tier Covered Transac- tions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below b. The certification m this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, m addition to other remedies available to the Federal Government, the department, or agency with which this transaction onginated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authonzed by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will mclude this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a kation of a prospective participant m a lower tier covered transaction that is not debarred, suspended, Ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its pnncipals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation m this transaction by any Federal department or agency 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XII, CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1 The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropnated funds have been paid or will be pard, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or coopera- tive agreement b. If any funds other than Federal appropriated funds have been paid or will be pard to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. Form FHWA-1273 (Rev 3-94) Paae 9 2. This certification is a matenal tepiesentatron of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction unposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly Form FHWA-1273 (Rev 3-94) Fane 10 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1 During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherem the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph lc shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 3 The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants_ Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph lc above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work Form FHWA-1273 (Rev 3-94) Pace 11 PART II CONTRACT REQUIREMENTS (Division 1) Yakima Trolley Buildings Re -roofing 01010-1 SECTION 01010 - SUMMARY OF THE WORK 3 PART 1 - GENERAL 6 RELATED DOCUMENTS: 9 Drawings and general provisions of the Contract, including General Conditions and Supplementary Conditions and Division 1 Specifications sections, apply to work of this section. 12 SUMMARY OF THE WORK. The project name is Yakima Trolley Buildings Re -roofing, as shown on Construction Documents dated October 8, 2001, prepared by Wardell Architects, P.S., 509 West Chestnut 15 Avenue, Yakima, WA 98902, (509) 453-3693, Fax (509) 453-1336. The site involved is located at 306 West Pine Street, Yakima, Washington. The buildings to be re -roofed are the Trolley Shop Building, the Substation Building and the Oil Building. 18 Briefly, the Work covered under this contract includes the following: 21 Work includes tear -off and removal of existing roofing and flashing systems, installation of new modified bitumen roofing system with mineral -coated cap sheet on the Oil Building and a portion of the Substation Building roof, asphalt shingle roofing system on a portion of the Substation 24 Building Roof, built-up roofing system on the Trolley Shop roof, and installation of new sheet metal flashing. 27 Also included is patching of substrates, installation of wood sleepers and sheathing on the Trolley Shop Roof, installation of new wood trim and painting of old and new trim and installation of shoring system at the trolley shop west wall. 30 CODES: 33 All work shall be in accordance with the Uniform Building Code, 1997 Edition, Washington State Regulations for Barrier -free Facilities (Accessibility Code) 1997 Edition, other State -Wide Amendments to the UBC, 1997 Edition, and other statutes as may be required by the City of Yakima or other authorities 36 having jurisdiction or as referenced in these specifications. CONTRACTOR USE OF THE PREMISES: 39 Use of Site: During the entire construction period, the Contractor shall have primary use within the indicated site limits for construction operations. Confine operations at the site to the areas indicated to 42 allow for use of contiguous areas. Portions of the site beyond the Contract limits are not to be disturbed. Keep existing streets, driveways, parking lots, walkways, entrances, and other areas not located within the Contract limits clear and available for the use of the Owner and certain members of the general public at 45 all times. Do not use these areas for storage of materials or parking without the permission of the Owner. SCHEDULE FOR COMPLETION: 48 Work may begin at any time following receipt of the Notice to Proceed. The project shall be substantially complete within 90 calendar days of the date of the Notice to Proceed. A Notice to Proceed is anticipated 51 to be issued within two weeks of contract award. Definitions of Completion relating to Liquidated Damages: 54 Liquidated Damages as defined in the General Conditions and Section 00800, 8.4 will be in effect if 1108.00 Summary of the Work Yaakima Trolley Buildings Re -roofing 01010-2 substantial completion of the entire project runs beyond the completion date defined above and in the Contract for Construction. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01010 1108.00 Summary of the Work Yakima Trolley Buildings Re -roofing 01200-1 SECTION 01200 - PROJECT MEETINGS 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section specifies administrative and procedural requirements for project meetings including but not limited to 18 1. Pre -Construction Conference 2. Progress Meetings. 21 Construction schedules are specked in Section 01300 - Submittals. 24 PRE -CONSTRUCTION CONFERENCE Architect shall schedule a pre -construction conference and organizational meeting at the Project site or 27 other convenient location no later than 15 days after execution of the Agreement and prior to commencement of construction activities. Purpose of the meeting will be to review responsibilities and personnel assignments. 30 Attendees: The Owner, Architect , Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by 33 persons familiar with and authorized to conclude matters relating to the Work. Agenda: Discuss items of significance that could affect progress including such topics as tentative 36 construction schedule, critical work sequencing, designation of responsible personnel, procedures for processing field decisions and Change Orders, procedures for processing Applications for Payment, distribution of Contract Documents, submittal of Shop Drawings, Product Data and Samples, preparation 39 of record documents, use of the premises, work and storage areas, deliveries, safety procedures, first aid, security, housekeeping, and working hours. 42 PROGRESS MEETINGS Progress meetings shall be conducted once a week at the Project site, at a time mutually agreed upon. 45 Those attending shall be the Owner, Architect , Contractor's superintendent, and Contractor's project manager, subcontractors, manufacturers, suppliers and other concemed parties as appropriate to the stage of the project and issues to be discussed. 48 Agenda shall include items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the Project, including the following: 51 Job status regarding progress schedule Projected areas of construction and trades involved 54 Reasons for delays and plans to make up delays Specific problems/solutions. 1108.00 Project Meetings �. :Id: Re ....r... T QRIII Id 11 VIICy ouIlUItI S I IUUlIIlg V 1LVV."b At the progress meeting closest to the end of each month, a draft of the Application for Payment shall be 3 presented for review by the Architect. At the same meeting , submit in -progress Record Drawings for review. C IDC!''l1inn11ar . V I\LVV1\IJ IIiV• Results and happenings of meetings will be recorded by the Architect and copies of the report will be 9 mailed to the Owner, Contractor, and other participants. 12 PART 2 - PRODUCTS (Not Applicable) 15 PART 3 - EXECUTION (Not Applicable) 18 21 END OF SECTION 01200 1108.00 Project Meetings Yakima Trolley Buildings Re -roofing 01300-1 SECTION 01300 - SUBMITTALS 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including shop drawings, samples, product data and other miscellaneous work-related 18 submittals. Shop drawings and other submittals are required to amplify, expand, and coordinate the information contained in the Contract Documents. 21 This Section also provides a Check List of Required Submittals relating to contractual matters required by the Owner. 24 OWNER'S CHECK LIST OF REQUIRED SUBMITTALS: Agreement Owner/Contractor - AIA Document A101, 1997 Edition, as modified. 27 Performance Bond/I abor and Material Payment Rond. 100% of the contract sum including Washington State Sales Tax, two part AIA Document A311, February 1970 Edition. 30 Certificate of Insurance (See General and Supplementary Conditions, Article 11): Provide certification of insurance carried. 33 Certificate. of Compliance. Form bound herein (following Section 00800). Submit prior to commencing work only if work is to begin before the Statement of Intent to Pay Prevailing Wages has 36 been received. Statement of Intent to Pay Prevailing Wages: Must be submitted to the Department of Labor and 39 Industries by the Contractor and Subcontractors. Prepay the filing fee and include the filing fee in the Basic Bid. Final payment can not be released until approved Statements of Intent have been received by the Owner, even if a Certificate of Compliance has been submitted. 42 1 ist of Subcontractors. List of all subcontractors being hired under this contract must be submitted at the earliest possible date, in no case later than the Pre -Construction Meeting. 45 Progress Schedule (See this Section): Use horizontal bar graph or critical path type schedule, whichever best represents the construction schedule. Indicate each element of work in sufficient 48 detail to allow easy understanding of the work progress at each stage. Schedule of Vali Rs- Submit Schedule of Values. Conform items to section titles of the Specifications 51 and as directed by Architect. Affidavit of Wages Paid. Submit to the Department of Labor and Industries upon completion of the 54 project. Prepay the filing fee and include the filing fee in the Basic Bid. Final payment cannot be released until approved Affidavit of Wages Paid has been received by the Owner. 1108.00 Submittals y-ma 1 r V11Cy PUilUll gs Re-r JUnl ly Record Drawings. (See Section 01700) Submit final Record Drawings and Specifications as part of 3 the Project Closeout. SUBMITTAL PROCEDURES FIR SHOP nRAW!NGe PRnnl PT DATA ANn QANIPI ES: V SUBMITTAL 111. i 1\V VLV VI\VV FIR SH^P ✓IV7��II�VV, � ��✓✓vv� ✓� �.� �� �.�✓ vi �+��. .��v. General: Refer to the General Conditions for Basic Procedures for submittal handling. 9 Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay 12 Transmit different kinds of submittals for the same unit of work so that the process will not be delayed by the Architect's and/or his consultants' need to review submittals concurrently for coordination. 15 Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to pr^ooess submittals, including time for resubrnittals. 18 AIIow two weeks for initial review. AIIow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architect will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 21 If an intermediate submittal is necessary, process the same as the initial submittal. 24 Allow two weeks for reprocessing each submittal. No extension of Contract Time will be authorized because of failure to transmit submittals to the 27 Architect sufficiently in advance of the Work to permit processing. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate 30 the name of the entity that prepared each submittal on the label or title inciude the foiiowing information on the label for processing and recording action taken. 33 a. Project name. b Date c. Name and address of Architect. 36 d. Name and address of Contractor. e. Name and address of subcontractor f. Name and address of supplier. 39 g. Name of manufacturer. h. Number and title of appropriate Specification Section. Drawing number and detail references, as appropriate. 42 Before submission to the Architect, Contractor shall review all shop drawings and other submittals for completeness and conformance to the Contract Documents and shall stamp submittals accordingly. 45 SHOP DRAWINGS 48 Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to 51 the Project is not considered Shop Drawings. 01 Ivi.! 1.11 awu o9, a 11 ILdUUa 101)1 II.0LIVI 1 01 IU 111010110tlVl 1 UI OVYII II,J ASCU► ly Ulal l 0111.7, 0'. l 1 4l_1lCJ, i.J0ttcl 110, 54 templates and similar drawings. 1108.00 Submittals Yakima Trolley Buildings Re -roofing 01300-3 Submit one correctable translucent reproducible print and two blue- or black -line prints for the Architect's review, the reproducible print will be returned. Do not use Shop Drawings without an appropriate final 3 stamp indicating action taken in connection with construction. PRODUCT DATA 6 Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color 9 charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. 12 Submittals: Except as otherwise indicated in individual sections of these specifications, submit 4 copies. Two copies will be returned. 15 SAMPLES Submit full-size, fully fabricated Samples cured and/or finished as specified and physically identical with 18 the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. Prepare Samples to match the Architect's Sample. 21 Refer to individual Specification Sections for specific size and quantities of samples. 24 CONTRACTOR'S CONSTRUCTION SCHEDULE Bar -Chart Schedule: Prepare a fully developed, horizontal bar- chart type Contractor's construction 27 schedule. Submit at the time of the Pre -Construction Conference Provide a separate time bar for each significant construction activity. Provide a continuous vertical 30 line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the "Schedule of Values". 33 Distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. When revisions are made, distribute to the same parties and post in the same locations. 36 Schedule Updating: Revise the schedule whenever significant changes have been made. At each Progress Meeting, indicate actual job progress on chart. 39 MISCELLANEOUS SUBMITTALS Warranties: Refer to individual specification sections for specific requirements on warranties, product 42 bonds, workmanship bonds and maintenance agreements. Furnish two executed copies of such warranties, bonds or agreements, plus two additional copies are to be included in maintenance manuals. 45 Close-out Submittals: Refer to Section "Project Close-out" and to individual sections of the specifications for specific submittal requirements of project close-out information, materials, tools and similar items. 48 CONTRACTOR'S APPROVAL: By approving and submitting shop drawings and other submittals, the Contractor thereby represents that 51 he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data and he has checked and coordinated each shop drawing and submittal with the requirements of the work and of the Construction Documents. 54 1108.00 Submittals ranula 11wlCy UW1%1111190 114,0 I Jv11119 V 1,41,414.1..." ^ ^ Submittals shall be marked to indicate that they have been reviewed and verified by the Contractor 3 ARCHITECTS ACTION: Fvrpnt frit CI ihmittal fnr rArnrr1 infnrmatinn nr cimilar nimnsPS whPrP rtinn nrut return IS r niiir d thR Architect will review each submittal, mark t^ indicate action falren and re41 Ire promptly. V rv'.4 llLriVl VVI1110V review GQVI1 041 1111LL41, 111411. lV 11 IVIV4tS. action .4n11 4114 �v.411. rI vl llraIJ. Compliance with specific characteristics is the Contractor's responsibility. Architect's responsibilities in 9 reviewing and "approving" submittals is Limited per provisions of the General Conditions. 12 PART 2 - PRODUCTS (Not Applicable). 15 PART 3 - EXECUTION (Not Applicable). 18 END OF SECTION 01300 1108.00 Submittals Yakima Trolley Buidlings Re -roofing 01311-1 3 SECTION 01311 - PREVAILING WAGE RATES 6 PART 1 - GENERAL GENERAL REQUIREMENTS 9 RCW 39.12.030 requires that the public agencies print these prevailing wage rates in contract specifications. It is, however the Contractor's responsibility to determine and use the most recent 12 set of rates as published by the Washington State Department of Labor and Industries. 15 END OF SECTION 01311 1108.00 Prevailing Wage Rates YAKIMA County - Effective. 8/31/01 http://www.Ini.wa.gov/prevailingwage/jwages/20012/co39.htm 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 Tess than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit code. YAKIMA County Effective 8/31/01 Benefit Code Key Prevailing Overtime Holiday Note Classification Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24.25 1M 5D BOILERMAKERS JOURNEY LEVEL $35.96 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $30.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $8.45 1 CARPENTERS ACOUSTICAL WORKER $28.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $34.34 1M 5D CARPENTER $27.84 1M 5D CREOSOTED MATERIAL $27.84 1M 5D DRYWALL APPLICATOR $27.84 1M 5D FLOOR FINISHER $27.97 1M 5D FLOOR LAYER $27.97 1M 5D FLOOR SANDER $27.97 1M 5D MILLWRIGHT $35.34 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND $34.54 1M 5D WELDING SAWFILER $27.97 1M 5D SHINGLER $27.97 1M 5D STATIONARY POWER SAW OPERATOR $27.97 1M 5D STATIONARY WOODWORKING TOOLS $27.97 1M 5D CEMENT MASONS JOURNEY LEVEL $16.85 1 DIVERS & TENDERS DIVER $74 30 1M 5D 8A of 9 8/21/2001 2:48 PM YAKIMA County - Effective: R/11/01 hHn•lh.w.... ini..,n n ..tore..nilinn.u.�nnii,..nnnet�fnM O/nnOn 4.a.... n..pr.0 erervv.nn.n ..ynveiIJwv-..,.g.vagekwagcoIwv 12/co 9.l lull DIVER TENDER $37.01 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $35.67 1B 5D 8L ASSISTANT MATE (DECKHAND) $35.23 1B 5D BL BOATMEN $35.67 1B 5D 8L ENGINEER WELDER $35.72 18 5D 8L LEVERMAN, HYDRAULIC $37.11 1B 5D 81_ MAINTENANCE $35.23 1B 5D 8L MATES $35.67 1B 5D 8L OILER $35.33 1 B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $25.44 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE JOURNEY LEVEL $36.81 1J 5Z ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $42.16 4A 5A CERTIFIED LINE WELDER $38.72 4A 5A GROUNDPERSON $28.38 4A 5A HEAD GROUNDPERSON $29.81 4A 5A HEAVY LINE EQUIPMENT OPERATOR $38.72 4A 5A IA!`1".1A 11AllAC0 em-) inn Tl1n Jl1V 1011l9IVIIYIGR $29.81 4A 5A '/r 1 LRi% VR JOURNEY LEVEL LINEPERSON $38.72 4A 5A LINE EQUIPMENT OPERATOR $32.95 4A 5A POLE SPRAYER $38.72 4A 5A POWDERPERSON $29.81 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS CONSTRUCTOR $31.29 4A 61 MECHANIC $4').')5 do 61 MECHANIC IN CHARGE $46.63 4A 61 PROBATIONARY CONSTRUCTOR $16.27 4A 61 FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $6.72 1 PRODUCTION WORKER $7 15 1 FENCE ERECTORS FENCE ERECTOR $13.80 1 FENCE LABORER $11.60 1 JOURNEY LEVEL $22.53 1M 5D of 9 8/21/2001 2:48 PM YAKIMA County - Effective: 8/31/01 http://www.ini.wa.gov/prevailingwage/jwages/20012/co39.htm GLAZIERS JOURNEY LEVEL HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC HEATING EQUIPMENT MECHANICS MECHANIC INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS CLEANER OPERATOR, FOAMER OPERATOR GROUT TRUCK OPERATOR HEAD OPERATOR TECHNICIAN TV TRUCK OPERATOR INSULATION APPLICATORS JOURNEY LEVEL IRONWORKERS JOURNEY LEVEL LABORERS ASPHALT RAKER BALLAST REGULATOR MACHINE BATCH WEIGHMAN CARPENTER TENDER CASSION WORKER CEMENT DUMPER/PAVING CEMENT FINISHER TENDER CHIPPING GUN (OVER 30 LBS) CHIPPING GUN (UNDER 30 LBS) CHUCK TENDER CLEAN-UP LABORER CONCRETE FORM STRIPPER CONCRETE SAW OPERATOR CRUSHER FEEDER CURING LABORER DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) DITCH DIGGER DIVER DRILL OPERATOR (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC DUMPMAN FALLER/BUCKER, CHAIN SAW FINAL DETAIL CLEANUP (i.e , dusting, vacuuming, window cleaning; NOT construction debris cleanup) $18.43 1B 61 $35.83 1F 5C $18.45 1J 5A $15.65 1 $9.07 1 BY REMOTE CONTROL $9.73 1 $11.48 1 $12.78 1 $6.72 1 $10.53 1 $34.34 1M 5D $37.07 1B 5A $24.73 $24.25 $22.53 $24.25 $25 09 $24 73 $24.25 $24.73 $24.25 $24.25 $24.25 $24.25 $24.73 $22.53 $24.25 $24.25 $24.25 $25.09 $24.73 $25.09 $24.25 $24 73 $20.21 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D of 9 8/21/2001 2:48 PM YAKIMA County - Effective. 8/31/01 http.//www.lni.wa.gov/prevailingwage/jwages/20012/co39.htm FINE GRADERS $24.25 1M 5D FIRE WATCH $24.25 1M 5D FORM SETTER $24.25 1M 5D GABION BASKET BUILDER $24.25 1M 5D GENERAL LABORER $24.25 1M 5D GRADE CHECKER & TRANSIT PERSON $24 73 1M 5D GRINDERS $24.25 1M 5D GROUT MACHINE TENDER $24.25 1M 5D HAZARDOUS WASTE WORKER LEVEL A $25.09 1M 5D HAZARDOUS WASTE WORKER LEVEL B $24.73 1M 5D HAZARDOUS WASTE WORKER LEVEL C $24.25 1M 5D HIGH SCALER $25 09 1M 5D HOD CARRIER $24.73 1M 5D JACKHAMMER $24.73 1M 5D LASER BEAM OPERATOR $24.73 1M 5D MINER $25.09 1M 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING $24 73 1M 5D HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $24 73 1M 5D PILOT CAR $22.53 1M 5D PIPE RELINER (NOT INSERT TYPE) $24 73 1M 5D PIPELAYER & CAULKER $24 73 1M 5D PIPELAYER & CAULKER (LEAD) $25 09 1M 5D PIPEWRAPPER $24 73 1M 5D POT TENDER $24.25 1M 5D POWDERMAN $25.09 1M 5D POWDERMAN HELPER $24.25 1M 5D POWERJACKS $24.73 11‘4 5D RAILROAD SPIKE PULLER (POWER) $24 73 1M 5D RE-TIMBERMAN $25 09 1M 5D RIPRAP MAN $24.25 1M 5D SIGNALMAN $24.25 1M 5D SLOPER SPRAYMAN $24.25 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) $24 73 1M 5D SPREADER (CONCRETE) $24 73 1M 5D STAKE HOPPER $24.25 1M 5D STOCKPILER $24.25 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $24.73 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $24.73 1M 5D TOOLROOM MAN (AT JOB SITE) $22.53 1M 5D TOPPER-TAILER $24.25 1M 5D TRACK LABORER $24.25 1M 5D TRACK LINER (POWER) $24 73 1M 5D TUGGER OPERATOR $24 73 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $24.25 1M 5D of 9 8/21/2001 2:48 PM 1 1 1 1 1 1 1 1 1 w 1 YAKIMA County - Effective. 8/31/01 http.//www.lni.wa.gov/prevailingwage/jwages/20012/co39 htm of 9 VIBRATOR $24.73 1M 5D WELDER $24.25 1M 5D WELL -POINT LABORER $24.73 1M 5D LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $24.25 1M 5D PIPE LAYER $24 73 1M 5D 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 LATHERS JOURNEY LEVEL $27.84 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11 32 1 PAINTER $12.00 1 WELDER $11 32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $16 75 1 PLASTERERS JOURNEY LEVEL $35.63 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $40 40 ig 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33 59 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $36.05 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $36 49 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $36 99 1T 5D �L ATTACHMENTS) BACKHOES, (75 HP & UNDER) $35.69 1T 5D 8L BACKHOES, (OVER 75 HP) $36.05 1T 5D 8L BARRIER MACHINE (ZIPPER) $36.05 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $36.05 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 1T 5D 8L BOBCAT $33 59 1T 5D 8L BROOMS $33 59 1T 5D 8L BUMP CUTTER $36.05 1T 5D 8L CABLEWAYS $36 49 1T 5D 8L CHIPPER $36 05 1T 5D 8L 8/21/2001 2:48 PM YAKIMA County - Effective: 8/31/01 http://www.Ini.wa.gov/prevailingwage/jwages/20012/co39 htm COMPRESSORS $33 59 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 1T 5D 8L I CONCRETE PUMPS $35.69 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $36.05 1T 5D 8L CONVEYORS $35.69 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36.05 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $36 49 1T 5D 8L JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING $36.99 1T 5D 8L JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING $37.49 1T 5D 8L JIB WITH ATTACHMENTS) CRANES, A -FRAME, 10 TON AND UNDER $33.59 1T 5D 8L ' CRANES, A -FRAME, OVER 10 TON $35.69 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $37 99 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 1 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $36 49 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 1T 5D 8L 1 CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $36.99 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $37.49 1T 5D 81_ CRUSHERS $36 05 11- 5D 8L 1 DECK ENGINEER/DECK WINCHES (POWER) $36.05 1T 5D 8L DERRICK, BUILDING $36.49 1T 5D 81_ DOZERS, D-9 & UNDER $35.69 1T 5D 8L I DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $35.69 1T 5D 81_ DRILLING MACHINE $36 05 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 1T 5D 8L I EQUIPMENT SERVICE ENGINEER (OILER) $35.69 1T ) 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $36.05 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $35 69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 1T 5D 8L GRADE ENGINEER $35 69 1T 5D 8L 1 GRADECHECKER AND STAKEMAN $33 59 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $35.69 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $35.69 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $36.05 1T 5D 8l HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) $33 59 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $35 69 1T 5D 8L I LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $36 99 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED$36.05 1T 5D 8L LOCOMOTIVES, ALL $36.05 1T 5D 8L MECHANICS, ALL $36 05 1T 5D 8L MIXERS, ASPHALT PLANT $36 05 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 1T 22 8L of 9 8/21/2001 2:48 PM 1 1 YAKIMA County- Effective. 8/31/01 http.//www.Ini.wa.gov/prevailingwage/jwages/20012/co39.htm 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 MOTOR PATROL GRADER (NON -FINISHING) $35.69 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $36.49 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $33.59 1T 5D 8L OPERATOR PAVEMENT BREAKER $33.59 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $36.05 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $35.69 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $33 59 1T 5D 8L POWER PLANT $33 59 1T 5D 8L PUMPS, WATER $33.59 1T 5D 8L QUAD 9, D-10, AND HD -41 $36.49 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $36.49 1T 5D 8L EQUIP RIGGER AND BELLMAN $33.59 1T 5D 8L ROLLAGON $36 49 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $33.59 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $35.69 1T 5D 8L ROTO -MILL, ROTO -GRINDER $36.05 1T 5D 8L SAWS, CONCRETE $35 69 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $36.05 1T 5D 8L ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $36.49 1T 5D 8L ARTICULATING OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35 69 1T 5D 8L SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33.59 1T 5D 8L SLIPFORM PAVERS $36 49 1-1 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $36.05 1T 5D 8L SUBGRADE TRIMMER $36 05 1T 5D 8L TRACTORS, (75 HP & UNDER) $35 69 1T 5D 8L TRACTORS, (OVER 75 HP) $36 05 11- 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36 05 1T 5D 81_ TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 1T 5D 8L TRENCHING MACHINES $35 69 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $35.69 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $36.05 1T 5D 81_ WHEEL TRACTORS, FARMALL TYPE $33.59 1T 5D 8L YO YO PAY DOZER $36 05 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER ALL CLASSIFICATIONS $19.85 1 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $28.90 4A 5A SPRAY PERSON $27 34 4A 5A TREE EQUIPMENT OPERATOR $27 72 4A 5A TREE TRIMMER $25.64 4A 5A TREE TRIMMER GROUNDPERSON $18 70 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS of 9 8/21/2001 2:48 PM VAKIRA "aunty _ c& ceS.:N6. 8/31101 1Iu ..-_- -- h.- nuN.rrwwvv.un.ava.yuvrprevauunyvuay�gvvdyearLuu �ucuJa.nim MECHANIC $22.90 1 RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $19.72 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.81 1M 5D RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $16.85 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $11.48 1 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $6.84 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $11.42 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $16.97 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $23.92 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 ROOFERS JOURNEY LEVEL $25.77 1B 51 USING IRRITABLE BITUMINOUS MATERIALS $28,77 1B 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $34.29 1B 5A SIGN MAKERS & INSTALLERS (NON -ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $15.79 1 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $6.72 1 5T SPRINKLER FITTERS (FIRE PROTECTION) - JOURNEY LEVEL $18.87 1 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE of 9 8/21/2001 2:48 PM YAKIMA County - Effective: 8/31/01 http.//www.lni.wa.gov/prevailingwage/jwages/20012/co39.htm CABLE SPLICER $24.74 2B 5A HOLE DIGGER/GROUND PERSON $13.18 2B 5A INSTALLER (REPAIRER) $23.66 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $22.91 2B 5A SPECIAL APPARATUS INSTALLER I $24.74 2B 5A SPECIAL APPARATUS INSTALLER II $24.21 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B 5A TELEVISION LINEPERSON/INSTALLER $17.02 2B 5A TELEVISION SYSTEM TECHNICIAN $20.54 2B 5A TELEVISION TECHNICIAN $18.33 2B 5A TREE TRIMMER $22.91 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $24.36 4A 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $20.56 4A 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $27 67 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $25.62 1 DUMP TRUCK & TRAILER $25.62 1 OTHER TRUCKS $25.62 1 TRANSIT MIXER $25.62 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $17 68 1 )f 9 8/21/2001 2:48 PM BENEFIT CODE KEY http://www.lni.wa.gov/prevailingwage....1..1BenCodes1200121BenefitCodes.htm BENEFIT CODE KEY - EFFECTIVE 08-31-01 OVERTIME CODES Overtime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not Tess 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 be paid at one and one-half times the hourly rate of wage. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. All hours worked on Sundays shall be paid at double the hourly rate of wage. D. The first eight (8) hours worked on Saturdays of a five - eight hour work week and the first eight (8) hours worked on a fifth calendar day, excluding Sunday, in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours per day on Saturday; all hours worked in excess of eight (8) hours in a fifth calendar weekday of a four - ten hour schedule; all hours worked in excess of ten (10) hours per day Monday through Friday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays (except Labor Day) shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours and Saturday, and all hours worked on 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 on Saturdays, Sundays and holidays (except Thanksgiving Day and Christmas Day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas Day shall be paid at double the hourly rate of wage. 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 of 5 8/21/2001 2:49 PM BENEFIT CODE KEY http://www.lni.wa.gov/prevailingwage....1.\BenCodes\20012\BenefitCodes.htm 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 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 Q. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Christmas Day) shall be paid at double the hourly rate of wage. All hours worked on Christmas Day shall be paid at two and one-half times the hourly rate of wage R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage S All hours worked on Sundays between the hours of 12:OOAM Sunday and 6.00AM Monday and on holidays shall be paid at double the hourly rate of wage T. 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 after 6-00PM Saturday to 6-00AM Monday and on holidays shall be paid at double the hourly rate of wage U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage W All hours worked on Saturdays and Sundays (except makeup days) 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 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 worked 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. Alt 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 )f 5 8/21/2001 2:49 PM BENEFIT CODE KEY http://www.Ini.wa.gov/prevailingwage....\..\BenCodes\200121BenefitCodes.htm 1 1 of 5 1 J. All hours worked on Sundays shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage, including the holiday pay. All hours worked on unpaid holidays shall be paid at two times the hourly rate of wage. M. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 0. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. 4A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage All hours worked on Saturdays, Sundays, and holidays shall be paid at double the hourly rate of wage 5. HOLIDAY CODES A. Holidays- New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (8). C. Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (8). G Holidays: New 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 Day (6) I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). N. Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9) 0. Paid Holidays. New Year's Day, Washington's Birthday, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). O 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, President's Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, one-half day before Christmas Day, and Christmas Day (7 1/2). S. Paid Holidays: New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (7). T Paid holiday seven (7) paid holidays U Paid Holidays- New Year's Day, Washington's Birthday, Independence Day, Labor Day, Thanksgiving Day, 8/21/2001 2:49 PM BENEFIT CODE KEY Gas / t1/14 ...,..a11"...1.... 1.._ I raapr.nvvrver.0 Ii.vva.yUvip t cv®ilil lyrvayc.... L.157c1Ivv61ca u vv I . WUa.1 ILII I Christmas Day, and a day of the employee's choice (7). V Paid Holidays: six (6) paid holidays W. Paid Holidays: nine (9) paid holidays. X. Holidays. rAfter 520 hours - Nev: Year's Day, Thanksgiving Day, and Christmas Day. After 2080 hours - New Year's `L -.)ay, IVAVdJL:.yaW_1_ Birthday, Memorial Day, Independence Udy, Labor "Day, Thanksgiving uay, Christmas Day Day and a floating holiday (8). Y Holidays: New Years 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, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). 6. HOLIDAY CODES A. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). C. Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (9) Paid Holidays: NewYear's Day, '7ashngton's Birthday, Memorial Day, Independence Day, Labor Day, D. Hu::vs •.�. Year's .. Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas Day (9) H Holidays: New Years Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thankcnivinn rlav the Friday afar Thankenivinn rlav =net rhrictmmc rlav (R) I. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). L. Holidays: New Years Day, Memoriai Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (8). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day. Unpaid Holiday: President's Day S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). T Paid Holidays: New Years Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (9). U. Holidays: New Year's Day, Day before New Year's Day, Memorial Day, Day before Independence Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day, Christmas Day (10). V. Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Eve Day, Christmas Day, Employee's Birthday, and one day of the Employee's choice (10). of 5 8/21/2001 2:49 PM BENEFIT CODE KEY http://www.lni.wa.gov/prevailingwage....1..1BenCodes\200121BenefitCodes. htm W. Paid Holidays: New Year's Day, Day before New Years Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before Christmas Day (10). X. Paid Holidays: New Year's Day, day before or after New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before or after Christmas Day, Employee's Birthday (11). 8. NOTE CODES A. The standby rate of pay for divers shall be one-half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 175' - $2.25 per foot for each foot over 100 feet, over 175' to 250' - $5.50 per foot for each foot over 175 feet, over 250' - divers may name their own price, provided it is no less than the scale listed for 250 feet. C. The standby rate of pay for divers shall be one-half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 150' - $1.50 per foot for each foot over 100 feet, over 150' to 200' - $2.00 per foot for each foot over 150 feet, over 200' - divers may name their own price. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. E. All classifications, including all apprentices, reporting to an employers designated job headquarters and working a minimum of four (4) hours in any one (1) day shall receive a wage supplement of twenty-four dollars ($24.00) in addition to the prevailing hourly rate of wage and fringe benefits. 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. • Prevailing Wage Home J Prevailing Wage Rates Prevailing Wage Home Last updated: Tuesday, July 31, 2001 washington & 9srvicas Washington Stats InformationComments about this page to: dow12354JnLwa.aov of 5 8/21/2001 2:49 PM Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. UM MU Supplemental To Wage Rates Page 1 WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items, originally fumished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that rase shall he 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 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. X 2. Frame & Grate - frame and Grate for Catch Basin type 1, 1L, 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. X 3. Grate Inlet & Drop Inlet Frame & Grate - Frame and 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. X 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. Supplemental To Wage Rates Page 2 X YES NO 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.15(3). X 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.15(3). X UM SUSS Supplemental To Wage Rates Page 3 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6-05.3(3) of the Std. Spec. YES NO X 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 - Drywell as specified in Contract Plans. X 16. Catch Basin - Catch Basin type 1, 1L, 1P, 2, 3, and 4, including risers, frames maybe cast into riser. See Std. Plans. X 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 utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. X Supplemental To Wage Rates 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 use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. X 25. Reinforced Earth Wall Panels - Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. X 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. X 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast. Prestressed Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. X Supplemental To Wage Rates Page 5 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. YES NO x 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. X 31 Prestressed Precast Hollow -Core Slab - Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. X 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder . structures. Fabricator _:__t h__ foruse in 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. X 33. Monument Case and Cover - To meet AASHTO-M-105 class X 30 gray iron casting. See Std. Plan H-7. 34. Cantilever vign Structure - Cantilever Sign Structure iglSt1uVture 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. X 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X Supplemental To Wage Rates Page 6 36. Steel Sign Bridges - Steel Sign Bridges fabricated 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. YES NO X 37. Steel Sign Post - Fabricated steel sign posts as detailed in Std. Plan G-8. Shop drawings for approval are to be provided prior to fabrication. X 38. Light Standard -Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J-1, J-1 a, and J-1 b. See Special Provisions for pre -approved drawings. X 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans J-1, J -7a, J -7c, and J-8. See Special Provisions for pre -approved drawings. X 41. Traffic Curb, Type A or C Precast - Type A or C Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking Tots, 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. X UM $$2$$ Supplemental To Wage Rates Page 7 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the snurcPs of the following signing materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: `"" Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed. YES No 5e X stvirietri. msg msg 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 $$1$$ $$2$$ Supplemental To Wage Rates 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 $$1$$ $$2$$ Supplemental To Wage Rates Page 9 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/01 METAL FABRICATION (IN SHOP) Classification Over PREVAILING Time Holiday Note 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 Pair -Aar �6,.cr i0.20 1 Laborer 8.13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 Painter 9.76 1 Laborer 7.06 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: Clailam, 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 Supplemental To Wage Rates Page 10 Classification METAL FABRICATION (IN SHOP) 03/03/01 Counties Covered: Clark Over PREVAILING Time Holiday Note WAGE Code Code Code Layerout 22.41 1J 6U Fitter 22.05 1J 6U Welder 21.54 1J 6U Painter 19.08 1J 6U Machine Operator 16.58 1J 6U Laborer 16.09 1J 6U Fitter Welder Machine Operator Painter Laborer Fitter Welder Machine Operator Painter Laborer Counties Covered: Snohomish Counties Covered: Spokane Counties Covered: Thurston 15.38 1 15.38 1 8.84 1 9.98 1 9.79 1 12.59 1 10.80 1 13.26 1 10.27 1 7.98 1 Layerout 22.74 1R 6T Fitter 20.85 1R 6T Welder 18.93 1R 6T Machine Operator 15.13 1R 6T Laborer 11.33 1R 6T Fitter/Welder Machine Operator Laborer UM MU Counties Covered: Whatcom Supplemental To Wage Rates Page 11 13.81 1 13.81 1 9.00 1 Classification METAL FABRICATION (IN SHOP) 03/03/01 Counties Covered: Yakima Over PREVAILING lime Holiday Note WAGE Code Code Code 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 22.03 1B 6V Welder 22.03 1B 6V Machine Operator 22.03 1B 6V Laborer 17.17 1B 6V Fitter Welder Painter Fitter Welder Machine Operator Painter Laborer Fitter Welder Machine Operator Laborer Counties Covered: Grant Counties Covered: King Counties Covered: Kitsap Supplemental To Wage Rates Page 12 10.79 1 10.79 1 7.45 1 15.86 1 15.48 1 13.04 1 11.10 1 9.78 1 26.96 1 13.83 1 13.83 1 6.72 1 Classification Fitter/Welder Machine Operator Painter Laborer Fitter Welder Machine Operator Laborer METAL FABRICATION (IN SHOP) 03/03/01 Over PREVAILING Time Holiday Note WAGE Code Code Code Counties Covered: Klickitat, Skamania and Wahkiakum Counties Covered: Pierce Supplemental To Wage Rates Page 13 16.99 1 17.21 1 17.03 1 10.44 1 15.25 1 13.98 1 13.98 1 9.25 1 WASHINGTON STATE PREVAILING WAGE RATES = EFFECTIVE 03/03/01 FABRICATED PRECAST CONCRETE PRODUCTS Classification All Classifications Over PREVAILING Time Holiday Note WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Franklin, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman Counties Covered: King 9.96 1 Architectural and Prestressed Concrete All Classifications 10.60 1 All Other Concrete Products Maintenance 18.77 16 6S Operator 18.24 1B 6S Gunite 18.24 1B 6S Carpenter 18.77 19 6S Fabricator 18.24 1B 6S Wet pour 17.99 1B 6S Yard Patch 17.99 1B 6S Welder 18.24 1B 6S Clean Up 17.99 1B 6S All Classifications All Classifications All Classifications Counties Covered: Pierce Counties Covered: Chelan, K;H:4Gv, Kl:vL:iGiand SiC.Q:f 8.00 1 8.61 1 Counties Covered: Clailam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum Supplemental To Wage Rates Page 14 13.50 1 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/01 FABRICATED PRECAST CONCRETE PRODUCTS Classification Counties Covered: Spokane Over PREVAILING Time Holiday Note WAGE Code Code Code Machine Operator 10.33 1 Laborer 6.72 1 Counties Covered: Yakima Craftsman 8.65 1 Production Worker 7.15 1 Laborer 6.72 1 Counties Covered: Whatcom Rebar 14.60 1 Concrete Finisher 12.53 1 Carpenter 11.43 1 Laborer 8.43 1 $$1$$ $$2$$ Supplemental To Wage Rates Page 15 Washington State Department of Labor and Industries Policy Statements (Regarding Production and ueiivery 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. $$1$$ $$2$$ Supplemental To Wage Rates Page 16 ESAC DIVISION - TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296-127-018 This memo is intended to provide greater clarity regarding the application of WAC 296-127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and 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 incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. UM $$2$$ Supplemental To Wage Rates Page 17 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register Gary Moore, Director S3r 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 takac tha nncitinn that prevailing %ntanac tin nrt 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 N.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 Wafters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates 18 Yakima Trolley Buildings Re -roofing 01500-1 SECTION 01500 - TEMPORARY FACILITIES 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protection. 18 Temporary utilities required include but are not limited to: Water service and distribution, temporary electric power and light, telephone service and storm and sanitary sewer 21 Temporary construction and support facilities required include but are not limited to temporary heat, field offices and storage sheds, temporary roads and paving, sanitary facilities, including drinking 24 water, temporary enclosures, temporary project identification signs and bulletin boards, waste disposal services, construction aids and miscellaneous services and facilities. 27 Security and protection facilities required include but are not limited to: temporary fire protection, barricades, waming signs, lights, enclosure fence for the site, and environmental protection. 30 QUALITY ASSURANCE Regulations: Comply with industry standards and applicable laws and regulations of authorities having 33 jurisdiction, including but not limited to: Building Code requirements, health and safety regulations, utility company regulations, Police and Fire Department rules, and environmental protection regulations. 36 Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations", ANSI -A10 Series standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library 'Temporary Electrical Facilities." 39 Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 42 PROJECT CONDITIONS 45 Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public 48 nuisances to develop or persist on the site. Provide traffic control systems to prevent Owner/occupant/visitor intrusions into work areas, which may 51 pose a safety liability or may endanger quality control. Correct all damage due to such intrusions at no additional cost to the Owner. 54 Protect existing finished surfaces from injury until completion/acceptance. 1108.00 Temporary Facilities Yakima Trolley Buildings Re -roofing 01500_2 PART 2 - PRODUCTS (Not Applicable) 3 PART 3 - EXECUTION INSTALLATION 9 Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project or each phase or work area adequately and result in minimum interference with performance of the Work and Owner's use and occupancy of the premises. Relocate and modify facilities as required. 12 TEMPORARY UTILITY INSTALLATION 15 Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Architect, nd will not be accepted as a basis of chime fora Change Order e,p 1�+ will not esu asr..�is�l� �� �. _s_>_,3 _,_.ee_ , _, ._., _ , ,.. .�... _ ...... 18 Temporary Electric Power Service: Limited sources of electrical power are available at the site . The Contractor shall coordinate and cooperate with the Owner and provide all lines and cords necessary to convey power to construction work areas. 21 Temporary Telephones: Provide temporary telephone service in the form of telephones installed on the construction sites, or a cellular or mobile phone carried by the Contractor's Project Superintendent. 24 Cellular or mobile phones must have a local prefix. TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION 27 Sanitary facilities: Provide sanitary facilities including temporary toilets, wash facilities and drinking water facilities, complying with regulations of the State Board of Health governing sanitation of places of work 30 and other agencies having jurisdiction. Install in locations which will best serve projects needs. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily Comply 33 with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly Do net hod materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 deg F (27 deg C). Handle hazardous, dangerous, or unsanitary 36 waste materials separately from other waste by containerizing properly Dispose of material in a lawful manner. 39 Burying or burning waste materials is not permitted. Washing waste materials down sewers or into waterways is not permitted. 42 SECURITY AND PROTECTION FACILITIES INSTALLATION 45 Temporary Fire Protection: Comply with the rules and regulations of the authorities having jurisdiction. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of 48 structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. 51 Environmental Protection: Provide protection, operate temporary facilities and conduct construction in �_. ae__�s •e-. .-1. .:ice .-a_I regulations, and tte possibility that VVddyj d11IU by rii UiOU IJidi comply VV111I CiIVirVi11111i ii i 1 )U1aUV11D, QIIU 111111111IIiLG LIIc pv.awuny ..IG4. cur, 54 waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. 1108.00 Temporary Facilities Yakima Trolley Buildings Re -roofing 01500-3 Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms on or near the site. 3 ON-SITE STORAGE 6 Coordinate areas to store materials with Owner. OPERATION, TERMINATION AND REMOVAL 9 Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse 12 Maintenance: Maintain facilities in good operating condition. 15 Termination and Removal: Remove each temporary facility when the need for use has ended. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. 18 END OF SECTION 01500 1108.00 Temporary Facilities 1 1 1 1 Yakima Trolley Buildings Re -roofing 01631-1 SECTION 01631 - PRODUCT SUBSTITUTIONS 3 PART 1 - GENERAL 6 9 12 1 1 1 1 1 1 1 1 1 1 1 1 1 RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. SUMMARY 15 This Section specifies administrative and procedural requirements for handling requests for substitutions for use on the Project. 18 DEFINITIONS Definitions used in this Article are not intended to change or modify the meaning of other terms used in the 21 Contract Documents. Prior Approval is defined as the Architects approval of a requested substitution for a specified product, 24 equipment item, or material and/or acceptable manufacturer of same and are requests made during the bidding period. 27 Substitutions are requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract. The following are not considered substitutions: 30 Substitutions requested by Bidders during the bidding period, and accepted prior to award of Contract, are "Prior Approvals" and are considered as included in the Contract Documents and 33 are not subject to requirements specified in this Section for substitutions. Revisions to Contract Documents requested by the Owner or Architect. Specified options of products and construction methods included in Contract Documents. 39 The Contractor's determination of and compliance with goveming regulations and orders issued by goveming authorities. 42 SUBMITTALS 36 General: Submit 2 copies of each request for prior approval or substitution for consideration. Provide 45 transmittal requesting the substitution and indicating material sent. Clearly indicate on each copy specifications sections, paragraphs, drawing locations, details, etc. to which the proposed substitution applies. 48 Identify the product, or the fabrication or installation method to be replaced in each request. Include a complete description of the proposed substitute as necessary for a complete evaluation 51 by the Architect. It is the responsibility of the bidder, sub -bidder, contractor, subcontractor, or supplier to demonstrate to the Architect's satisfaction that the substitution proposed meets the criteria of the Contract Documents. 54 Request for Prior Approval Submittal: 1108.00 Products and Substitutions V.1.•...... T.... 11.... 151. .:1,1:1••••.• rIw..F:..a.•. r C111%111111411 1 VIICy 01.411‘1111 IVO 1 69 w111 n, 01631-2 Prior Approval Requests will not be considered unless they reach the Architect at least five (5) 3 working days prior to Bid Opening date. Include a full description of the proposed substitute in accordance with requirements above r.leor i-telino+inno +1,4n+ nrnrtl ,, +e rmmnly un+h enaririarl rens Bramante will likaly U 11 1114111 IGU141 1 1aa.ra11 1y v.vc1. 11 iwa.cwuv. Iv a .a. r. ••••...4,01.s., W. ..r. J ... a....r........,,....y.... ............ ..... ..1.... not result in the Architect's prior approval. 9 Architect's Action: All substitutions approved prior to receipt of bids will be included in an Addendum. Do not base bids on products/suppliers not approved and / or meeting specked requirements, as applicable, for each condition. The bidder is responsible for ensuring that all 12 work complies with indicated requirements. Request for Substitution: 15 Identify +he nrnr+. 1r+ or the fahrira+inn r r installation methnri to he renlareri in each ream IFact 1$O11,$1� _.._ jI SJ t.4!_5, Je 51 eS ---e.5._.. _e f..v_�a.!A!.3E.1. e..S•e. .5.14 ..v v.. .14614..1114..14 .., vuv.. .vws..vv.. Include a complete description of the proposed substitute as necessary for a complete evaluation 18 by the Architect. Provide complete coordination information, including changes required to other portions of the 21 work or by other trades to accommodate the substitution. 24 Provide complete cost information, including a proposal of net change in the contract sum. Provide statement of the effect the substitution will have on the work schedule. 27 Architects Action: Within one week of receipt of the request for substitution, the Architect may request additional information or documentation necessary for evaluation of the request. Within 2 weeks of receipt of the request, or one week of receipt of the additional information or 30 documentation, which ever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. 33 PART 2 _ PR(llll IC TS 36 SUBSTITUTIONS Conditions: The Contractor's substitution request will be received and considered by the Architect when 39 one or more of the following conditions are satisfied, as determined by the Architect; otherwise requests will be returned without action except to record noncompliance with these requirements: 42 Extensive revisions to Contract Documents are not required. Proposed charges are in keeping with the general intent of Contract Documents. The request is timely, fully documented and properly submitted. 45 The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an 48 acceptable or valid request for substitution, nor does it constitute approval. 51 PART 3 - EXECUTION (Not Applicable) run r -.r r'rn-rlr LI rt.4 ,4 CIILJ '..Jr OG.4.0 1 I0.01tl U ICA) 1 1108.00 Products and Substitutions Yakima Trolley Buildings Re -roofing 01700-1 SECTION 01700 - CLEANUP AND PROJECT CLOSEOUT 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section specifies administrative and procedural requirements for project closeout, including but not limited to: 18 1. Inspection procedures. 2. Project record document submittal. 21 3. Operating and maintenance manual submittals, if required. 4. Submittal of warranties. 5 Final cleaning. 24 SUBSTANTIAL COMPLETION 27 Inspection Procedures: On receipt of a request for inspection, the Architect , Owner and Contractor shall, within a reasonable time, make a joint observation of work and list items (the "Punch List") still to be completed or corrected. Failure to include items on the Punch List does not alter the responsibility of the 30 Contractor to complete work in accordance with the Construction Documents. The Architect will repeat inspection when requested and assured that the Work has been 33 substantially completed. 36 Results of the completed inspection will form the basis of requirements for final acceptance FINAL ACCEPTANCE 39 When the Architect determines that the work is substantially complete, he will then prepare Letter or Certificate of Substantial Completion, which shall state responsibilities of Owner and Contractor for maintenance, utilities, and insurance, and shall fix a time within which the Contractor shall complete items 42 listed therein. Said time shall be within Contract Time unless extended pursuant to the General Conditions, Paragraph 8.3. Letter or Certificate of Substantial Completion will be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such certificates. 45 Upon correction and completion of all items listed with the Letter or Certificate of Substantial Completion, notify Architect that the work is ready for final acceptance. If, during final acceptance inspection, the work 48 listed is still incomplete, seven days will be allowed to correct such incomplete items and, if still incomplete, Owner may proceed in accordance with Article 14.2 of the General Conditions. 51 It is the responsibility of the Contractor to determine that all items are complete before requesting the final inspection. The Architect will not make multiple inspections for final acceptance. 54 1108.00 Cleanup and Project Closeout Yakima Trolley Buildings Re -roofing 01700 -2 RECORD DOCUMENT SUBMITTALS 3 Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Give particular attention to concealed elements that would be difficult to G measure and rerw-rd ata later date Cet meet re. 4ont -r4 to vc the `*mrlt nrnnreccec At the Iact progress meeting of every month, present record drawing set for review. 9 Record Specifications: Maintain one complete copy of the Project Manual, including addenda, and one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction. Mark these documents to show substantial variations in actual Work performed 12 in comparison with the text of the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. Note related record drawing information. 15 18 21 24 27 30 1 Inns ramm^letinn of the \A/nrle ei,hmit Re f' rlreWinnc enrt Qner ratinnc to the Arrhitert frr the r)wnar'c „ , _.. ya.. , _ . .. _ . . _ ,,.........,. .. , t.-...... ... , ... . ... ... ... . records. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION GENERAL CLEANING General: General requirements for cleaning during construction are also included in the General Conditions and in Section 01500 - 'Temporary Facilities". Oversee cleaning and ensure that site and building is maintained free of accumulations of waste materials and rubbish. Dispose of all waste in a legal manner at a public or private dumping ground off the Owner's 33 property. Store volatile waste in covered metal containers and remove from premises daily. Do not allow waste materials, r rbhish and debris to accumulate and beCnme an unsightly or hazardous condition. 36 Pollution Control: Conduct cleanup and disposal operations to comply with local ordinances and anti- pollution laws. Dispose of any hazardous materials in accordance with requirements of the agencies having jurisdictions. 39 Buming or burying of rubbish and waste materials on the project site is not permitted. 42 Disposal of volatile fluid wastes (such as mineral spirits, oil, paint, or paint thinner) in storm or sanitary sewer systems or into streams or waterways is not permitted. 45 Dust Abatement: Sprinkle dusty debris with water. Dust abatement measures must be undertaken at all times (seven days per week). 48 All repairs to grounds, fencing, buildings and other existing conditions shall be the responsibility of the Contractor 51 FINAL CLEANING vicai111 13. u 1 I JIIJ cA J I lci I4cad vrvi I I 0 yr JJIvI I!.Ji Iai ulcai ccs l.11 m lai L.I 1111 Iy. Clean each surface ion c yr 54 unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions and use only cleaning materials recommended by manufacturer 1108.00 Cleanup and Project Closeout Yakima Trolley Buildings Re -roofing 01700-3 of surface to be cleaned. 3 Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion: Remove grease, dirt, dust, stains, fingerprints, and other foreign materials from interior and exterior surfaces. Repair, patch and touch up marred surfaces to 6 match adjacent finishes. Maintain cleaning until the project, or portion thereof, is accepted by Owner 9 12 END OF SECTION 01700 1108.00 Cleanup and Project Closeout PART III TECHNICAL SPECIFICATIONS (Divisions 2 -16) Yakima Trolley Buildings Re -roofing 02070 -1 SECTION 02070 - SELECTIVE DEMOLITION 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section requires the selective removal and subsequent offsite disposal of the following: 18 Existing miscellaneous curbs, wood construction and miscellaneous items as required to complete the work. Contractor is responsible for determining exact extent and phasing of demolition work required. 21 Related Sections include the following: Division 6 Section "Miscellaneous Rough and Finish Carpentry" for miscellaneous wood construction. 24 Division 7 Section "Asphalt Shingles" for removal of existing roofing and installation of new roofing system. 27 Division 7 Section "APP Modified Bitumen Roofing" for removal of existing roofing and installation of new roofing system. 30 Division 7 Section "Built-up Asphalt Roofing" for removal of existing roofing and installation of new roofing system. 33 Division 7 Section "Sheet Metal Flashing and Trim" for installation of new flashing, trim and gutter assemblies 36 PROJECT COORDINATION 39 Review proposed sequence of operations for selective demolition work with Architect prior to start of work. Coordinate with Owner's continuing occupation of portions of existing building. 42 JOB CONDITIONS 45 Occupancy: Owner will occupy the buildings throughout construction. Provide minimum of 72 hours advance notice to Owner of demolition activities, if any, that will affect Owner's normal operations. 48 Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. 51 Protections: Provide temporary barricades and other forms of protection to protect Owner's personnel and general public from injury due to selective demolition work. Provide protective measures as required to provide free and safe passage of Owner's personnel and other authorized persons to occupied portions of 54 building. Remove protections at completion of work. 1108.00 Selective Demolition Yakima Trolley Buildings Re -rooting Damages: Promptly repair damages caused to adjacent facilities by demolition work. ULU IU -L 3 Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with ,.1s streets, walks, and other facilities close, bloc*. otherwise roads, adjacent occupied or used facilities. Do not bloc*, or v v/��wv 6 obstruct streets, walks, or other occupied or used facilities without written permission isson Irom authorities ities have lg jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. 9 Environmental Controls: Use water sprinkling, temporary enclosures, and other methods to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection. 12 Asbestos - Potential Hazard: 15 Asbestos is assumed to be present in the existing roofing. As part of this Contract the Contractor shall test ____ _. ..L for, remove enc'. d!.`' -.pose or sus 1 materi.at`, in 18 PART 2 - PRODUCTS (Not Applicable) 21 PART 3 - EXECUTION 24 DEMOLITION, GENERAL 27 Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordant: with demolition schedule and governing regulations. 30 Promptly remove debris to avoid imposing excessive loads on supporting walls, floors, or framing. if unanticipated mechanical, electrical, or structural elements that conflict with intended function or 33 design are encountered, investigate and measure both nature and extent of the conflict. Notify Architect in written, accurate detail. Pending receipt of directive from Architect, rearrange selective demolition schedule as necessary to continue overall job progress without undue delay 36 Verify that existing wood blocking, curbs, and nailers are securely anchored to roof deck at roof penetrations and terminations and match the thickness of insulation required. 39 Do not proceed with installation until unsatisfactory conditions have been corrected and approval of the roofing system manufacturer has been obtained. 42 For further requirements for demolition of existing roofing see Sections 07311, "Asphalt Shingles", 07551, APP Modified Bitumen Roofing, and 07552, "Built-up Asphalt Roofing." 45 DISPOSAL OF DEMOLISHED MATERIALS 48 Remove from building site debris, rubbish, and other materials resulting from demolition operations. Transport and legally dispose off site. 51 If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. 54 1108.00 Selective Demolition Yakima Trolley Buildings Re -roofing 02070 -3 Burning of removed materials is not permitted on project site. 3 CLEANUP AND REPAIR General: Upon completion of demolition work, remove tools, equipment, and demolished materials from site. 6 Remove protections and leave interior areas broom clean. Repair demolition performed in excess of that required. Return elements of construction and surfaces to 9 remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. 12 END OF SECTION 02070 1108.00 Selective Demolition Yakima Trolley Buildings Re -roofing 05500-1 SECTION 05500 - METAL FABRICATIONS 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section includes the following metal fabrications: 18 Pipe Brace Units. Miscellaneous metal not specifically described in other sections. 21 SUBMITTALS 24 General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. 27 Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other Sections. 30 Samples representative of materials and finished products as may be requested by Architect. 33 QUALITY ASSURANCE 36 Fabricator Qualifications: Firm experienced in producing metal fabrications similar to those indicated for this Project with a record of successful in-service performance, and with sufficient production capacity to produce required units without delaying the Work. 39 Welding Standards: Comply with applicable provisions of AWS D1 1 "Structural Welding Code—Steel," AWS D1.2 "Structural Welding Code—Aluminum," and AWS D1.3 "Structural Welding Code—Sheet Steel." 42 PROJECT CONDITIONS 45 Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit by accurate field measurements before fabrication. Show recorded measurements on final shop 48 drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 51 PART 2 - PRODUCTS 54 FERROUS METALS 1108.00 Metal Fabrications Yakima Troiiey Buildings Re -roofing uoouu-2 Meta! Surfaces, General. For metal fabrications exposed to view in the completed Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use 3 materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. Steel Plates, Shapes, and Bars. AST"," A 36/A 361`.1. 6 Steel Tubing: Product type (manufacturing method) and as follows. 9 Cold -Formed Steel Tubing: ASTM A 500 Hot -Formed Steel Tubing: ASTM A 501 12 Welding Rods and Bare Electrodes: Select according to AWS specifications for the metal alloy to be welded. 15 PAINT Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer 18 complying with performance requirements of FS TT -P-664, selected for good resistance to normal atmospheric corrosion, compatibility with finish paint systems indicated, and capability to provide a sound foundation for field -applied topcoats despite prolonged exposure 21 FASTENERS 24 General: Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required. 27 GROUT 30 Master Builders "Embeco" pre -mixed grout or approved. FABRICATION, GENERAL 33 Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on 36 shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Shear and punch metals cleanly and accurately 39 Remove burrs. Ease exposed edges to a radius of approximately 1/32 inch (1 mm), unless otherwise indicated. Form 42 bent -metal comers to smallest radius possible without causing grain separation or otherwise impairing work. 45 Weld corners and seams continuously to comply with the following: Use materials and methods that minimize distortion and develop strength and corrosion 48 resistance of base metals. Obtain fusion without undercut or overlap Remove welding flux immediately. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent. 51 Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possibie. Use exposed fasteners of type indicated or, if not indicated, Phillips fai-head (countersunk) 54 screws or bolts. Locate joints where least conspicuous. 1108.00 Metal Fabrications Yakima Trolley Buildings Re -roofing 05500-3 Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated Toads. 3 Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections 6 that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. 9 Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. 12 ROUGH HARDWARE 15 Furnish bent, or otherwise custom -fabricated, bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items 18 are specified in Division 6 Sections. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable -iron washers for heads and nuts that bear on wood structural connections, and furnish steel washers elsewhere. 21 PIPE BRACE UNITS 24 Provide round steel structural pipe assemblies, shop primed , in sizes, lengths and configurations indicated. PART 3 - EXECUTION INSTALLATION, GENERAL 27 30 33 Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws, and other connectors as 36 required. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing miscellaneous 39 metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. 42 Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop -welded because of shipping size limitations. 45 ADJUSTING AND CLEANING Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of the 48 shop paint and finish painting on miscellaneous metal items is specified in Division 9 Section "Painting." 51 END OF SECTION 05500 1108.00 Metal Fabrications Yakima Trolley Buildings Re -roofing 06100 -1 SECTION 06100 - MISCELLANEOUS ROUGH AND FINISH CARPENTRY 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section includes the following: Carpentry work not specified as part of other sections and which is generally not exposed, except 18 as otherwise indicated. Types of wood include, but are not limited to, dimensioned lumber for wood framing, wood grounds, nailers, blocking and sleepers, and wood furring; plywood, particleboard and oriented strandboard (OSB) and other sheet wood and composite products. 21 Work of this contract is generally limited to repair or replacement of damaged members of the existing building. 24 QUALITY ASSURANCE 27 Lumber Standards: Furnish lumber manufactured to comply with Standard Grading and Dressing Rules No 16 of the West Coast Lumber Inspection Bureau for Dimension Lumber or Western Wood Products Association (WWPA) grading rules. 30 PROJECT CONDITIONS 33 Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing or cutting woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule 36 with construction progress to avoid delay of Work. Where field measurements cannot be made without delaying the Work, guarantee dimensions and 39 proceed with manufacture of woodwork without field measurements. Coordinate other construction to ensure that actual dimensions correspond to guaranteed dimensions. 42 Environmental Conditions: Obtain and comply with finish carpentry manufacturer's and installer's coordinated advice for optimum temperature and humidity conditions for finish carpentry during its storage and installation. 45 DELIVERY, STORAGE, AND HANDLING 48 Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar 51 materials. 54 1108.00 Miscellaneous Rough and Finish Carpentry Yakima Trolley Buildings Re -roofing 06100 -2 PART 2 - PRODUCTS 3 For additional information on lumber types to be used, refer to the Structural Notes, located in Section iv of this specification. 6 DIMENSION LUMBER 9 For Tight and structural framing (2" to 4" thick, 2" to 4" wide) and for structural framing (2" to 4" thick, 5" and wider) provide Douglas Fir -Larch, No. 2 and better. 12 For concealed timber members (5" and thicker) provide Douglas Fir, No. 1 Grade per WCLIB rules. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content 15 specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 1. Provide dressed lumber, S4S, unless otherwise indicated. 18 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 - inch nominal (38 -mm actual) thickness or less, unless otherwise indicated. 21 MISCELLANEOUS LUMBER General: Provide lumber for support or attachment of other construction including rooftop equipment 24 curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. 27 CONSTRUCTION PANELS, GENERAL 30 Construction Panel Standards: Comply with PS 1 "U.S Product Standard for Construction and Industrial Plywood" for plywood construction panels and, for products not manufactured under PS 1 provisions, with APA PRP -108. Trademark: Furnish construction panels that are each factory -marked with APA 33 trademark evidencing compliance with grade requirements. FASTENERS AND ANCHORS 36 General: Provide fasteners and anchors of size and type indicated, or if not indicated, that comply with requirements of authorities having jurisdiction and the recommendations of the manufacturer for proper 39 attachment. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative 42 humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 Nails, Wire, Brads, and Staples: FS FF -N-105. 45 Power -Driven Fasteners: CABO NER-272. 48 Wood Screws: ASME B18.6.1 Lag Bolts: ASME 818.2.1. (ASME B18.2.3.8M) 51 Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4 6); with ASTM A 563 (ASTM A 5631A) hex nuts and, where indicated, fiat washers. 54 1108.00 Miscellaneous Rough and Finish Carpentry Yakima Trolley Buildings Re -roofing 06100 -3 METAL FRAMING ANCHORS 3 General: Provide galvanized steel framing anchors of structural capacity, type, and size indicated. Provide products of Simpson Strong Tie Co., Inc., or approved. 6 Research or Evaluation Reports: Provide products for which model code research or evaluation reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with building code in effect for Project. 9 Galvanized Steel Sheet: Hot -dip, zinc -coated steel sheet complying with ASTM A 653, G60 (ASTM A 653M, Z180) coating designation; structural, commercial, or lock -forming quality, as standard 12 with manufacturer for type of anchor indicated. 15 PRESERVATIVE WOOD TREATMENT BY PRESSURE PROCESS General: Where lumber or plywood is indicated as preservative -treated wood or is specified herein to be 18 treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood). Mark each treated item with the AWPB or SPIB Quality Mark Requirements. 21 Pressure -treat above -ground items with water -borne preservatives to a minimum retention of 0.25 pcf. For interior uses, after treatment, kiln -dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: 24 Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 27 Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 30 Wood framing members less than 18 inches above grade. 33 Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces to comply with AWPA M4. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 36 FINISH CARPENTRY 39 General: Supply finish trim pieces in sizes, shapes and dimensions as shown. Trim shall consist of dimensioned trim lumber and milled shapes. 42 Dimensioned Finish Trim: Wood members, S4S, in sizes as noted. Material may be the following, unless specifically noted otherwise: 45 Paint grade fir, pine, or other wood specie (finger jointing acceptable). Synthetic materials or composite board products. If composite board products are used, 48 they shall be rated for exterior use. Milled Shapes: Shape to match detail profile. Material may be wood, composite wood rated for exterior 51 use, or synthetic shaped or extruded material rated for exterior use. All finish carpentry to be painted. 54 1108.00 Miscellaneous Rouah and Finish Carpentry Yakima Trolley Buildings Re -roofing 06100.4 PART 3 - EXECUTION 3 CARPENTRY INSTALLATION, GENERAL 6 Discard units of material with defects that impair quality of rough carpentry' construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. 9 Set rough carpentry to required levels and lines, with members plumb and true to line and cut and fitted. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of 12 furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. Countersink 15 nail heads on exposed carpentry work and fill holes. Use common wire nails, unless otherwise indicated. h:__ •l_ for finish work. Select of will not penetrate members .here opposite Use :!!!!se!:!!:� !!�!!:9 :::3:3:: �:Gl�L! fasteners size that wll! 1il�IilS�1��tWI�41c oYpvsi�c side will be exposed to view or will receive finish materials. Make tight connections between members. 18 Install fasteners without splitting of wood; redrill as required. Fit exterior joints to exclude water 21 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS 24 Install wood grounds, nailers, blocking, and sleepers where shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. Attach to substrates as required to support 27 applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. FINISH CARPENTRY AND TRIM 30 Install in profiles detailed and locations as indicated. Trim to be painted by others. 33 36 END OF SECTION 06100 1108.00 Miscellaneous Rough and Finish Carpentry Yakima Trolley Buildings Re -roofing 07311-1 SECTION 07311 - ASPHALT SHINGLES 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section includes asphalt shingles for steep roofs. 18 Related Sections: The following Sections contain requirements that relate to this Section: Division 6 Section "Rough Carpentry" for wood sheathing and framing. 21 Division 7 Section "Flashing and Sheet Metal" for metal valley flashing, step flashing, drip edges, and other sheet metal work. 24 SUBMITTALS General: Submit each item in this Article according to the Conditions of the Contract and Division 1 27 Specification Sections. Product data for each type of product specified, including details of construction relative to 30 materials, dimensions of individual components, profiles, textures, and colors. Samples for verification in the form of 2 full-size units of each type of asphalt shingle 33 indicated showing the full range of variations expected in these characteristics. QUALITY ASSURANCE 36 Fire -Test -Response Classification: Where products with a fire -test -response classification are specified, provide asphalt shingles identical to those tested according to ASTM E 108 or UL 790 and listed by UL 39 or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify each bundle of asphalt shingles with appropriate markings indicating fire -test -response classification of applicable testing and inspecting agency. 42 Wind -Resistance -Test Characteristics: Where wind -resistant asphalt shingles are indicated, provide products identical to those tested according to ASTM D 3161 or UL 997 and passed. Identify each 45 bundle of asphalt shingles with appropriate markings of applicable testing and inspecting agency DELIVERY, STORAGE, AND HANDLING 48 Deliver materials to Project site in manufacturer's unopened bundles or containers with labels intact. 51 Handle and store materials at Project site to prevent water damage, staining, or other physical damage. Store roll goods on end. Comply with manufacturer's recommendations for job -site storage, handling, and protection. 54 1108.00 Asphalt Shingles Yakima Trolley Buildings Re -roofing 07311-2 PROJECT CONDITIONS 3 Weather Limitations: Proceed with installing asphalt shingles only when existing and forecasted weather conditions will permit work to be performed according to manufacturers recommendations and warranty 6 requirements, and when substrate is completely dry WARRANTY 9 General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, 12 and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents 15 Special Warranty. Submit a written warranty signed by manufacturer agreeing to repair or replace asphalt shingles that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to, deformation or deterioration of asphalt shingles beyond normal 18 weathering. Warranty Period: Manufacturer's standard 40 year Warranty 21 Special Project Warranty: Submit roofing Installer's warranty, on form included at end of this Section, signed by Installer, covering work of this Section including roofing membrane, base flashing, roof 24 insulation, and fasteners, for the following warranty period: 2 years after date of Substantial Completion. 27 PART 2 - PRODUCTS 30 MANUFACTURERS 33 Manufacturers, Shingles: Subject to compliance with requirements, provide asphalt shingles produced by the following, or approved: 36 PABCO Roofing, "Premier', Color to be selected. 39 Manufacturers, Waterproof Underlayment: Subject to compliance with requirements, provide underlayment produced by the following, or approved: 42 Sure Grip Ice and Water Guard; Johns Manville Corporation, Roofing Systems Group. 45 ASPHALT SHINGLES Colors, Blends, and Patterns: Where manufacturer's standard products are indicated, provide asphalt 48 shingles which match colors, textures, and patterns indicated by referencing manufacturer's standard designations for these characteristics. 51 Square -Tab, Fiberglass Strip Shingles: Mineral -surfaced, self-sealing, 3 -tab, fiberglass -based, strip asphalt shingles, complying with ASTM D 3018-82, Type I, and with the following requirements: 54 Fire -Test -Response Classification: Class A. 1108.00 Asphalt Shingles Yakima Trolley Buildings Re -roofing 07311-3 METAL TRIM AND FLASHING 3 Refer to Section 07620. 6 ACCESSORIES Waterproof Underlayment: Self -adhering rubberized asphalt roofing membrane with inorganic glass mat 9 reinforcing, complying with the requirements of ASTM D 1970. Nails: Aluminum or hot -dip galvanized steel, 0.120 -inch- (3 -mm-) diameter barbed shank, sharp -pointed, 12 conventional roofing nails with a minimum 318 -inch- (9.5 -mm-) diameter head and of sufficient length to penetrate 3/4 inch (19 mm) into solid decking or at least 1/8 inch (3 mm) through plywood sheathing. 15 Where nails are in contact with flashing, prevent galvanic action by providing nails made from the same metal as that of the flashing. 18 PART 3 - EXECUTION 21 EXAMINATION 24 Examine substrate for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of asphalt shingles. Do not proceed with installation until unsatisfactory conditions have been corrected. 27 PREPARATION 30 Clean substrates of projections and substances detrimental to application. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails. 33 Coordinate installation with flashings and other adjoining work to ensure proper sequencing. Do not install roofing materials until all vent stacks and other penetrations through roof sheathing have been installed and are securely fastened against movement. 36 INSTALLATION 39 General: Comply with manufacturer's instructions and recommendations but not less than those recommended by ARMA's "Residential Asphalt Roofing Manual" or 'The NRCA Steep Roofing Manual." 42 Fasten asphalt shingles to roof sheathing with nails. 45 Waterproof Underlayment: Apply 1 layer of waterproof underlayment horizontally over entire surface to receive asphalt shingles, lapping succeeding courses a minimum of 2 inches (50 mm), end laps a minimum of 4 inches (100 mm), and hips and valleys a minimum of 6 inches (150 mm). Fasten with 48 sufficient number of roofing nails or noncorrosive staples to hold underlayment in place until asphalt shingle installation. 51 Flashing: Install metal flashing and trim as indicated and according to details and recommendations of the "Asphalt Roofing" section of 'The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual." 54 Install asphalt shingles, beginning at roofs lower edge, with a starter strip of roll roofing or inverted 1108.00 Asphalt Shingles Yakima Trolley Buildings Ke-rooTing 07311-4 asphalt shingles with tabs removed. Fasten asphalt shingles in the desired weather exposure pattern; use number of fasteners per shingle as recommended by manufacturer. Use vertical and horizontal 3 chalk lines to ensure straight coursing. Cut d 6s asphalt shingles at valleys, ridges, and edges r vide maximum weather and Ill aJpl Iall JI 111 Ig IGJ va11Gr AI I IVtJ. GJ� and edges to provide maximum � � 4u �v� 6 protection. Provide same weather exposure at ridges as specified for roof. Lap asphalt shingles at ridges to shed water away from direction of prevailing wind. 9 Use fasteners at ridges of sufficient length to penetrate existing and new sheathing as applicable. 12 ADJUSTING 15 Replace any damaged materials installed under this Section with new materials that meet specified requirements. 18 1108.00 Asphalt Shingles Yakima Trolley Buildings Re -roofing 07311-5 ROOFING INSTALLER'S WARRANTY 3 WHEREAS 6 of (Address) herein called the "Roofing Installer", has performed roofing and associated work ("work") on the following 9 Project: YAKIMA TROLLEY BUILDINGS RE -ROOFING 12 306 West Pine 15 For CITY OF YAKIMA Address: 129 North 2"d Street, Yakima, WA 98901 18 Provision of new asphalt shingle roofing and ice/water shield system: 21 Roofing System as manufactured by: 24 and Ice/Water Shield System 27 as manufactured by: For City of Yakima, herein called the "Owner", subject roofing Work being accepted as complete by the 30 Owner upon substantial completion of the project on 33 The above named Installer warrants subject roofing and associated Work for a period of two (2) years 36 from the date of Owner's acceptance of the entire work of the project as substantially complete as follows: 39 WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said Work against leaks and faulty or defective materials and workmanship for designated Warranty Period. 42 NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will at his own cost and expense, make or cause to be made such 45 repairs to or replacements of said Work as are necessary to correct faulty and defective Work, and as are necessary to maintain said Work in watertight condition. 48 This Warranty is made subject to the following terms and conditions: 1. Specifically excluded from this Warranty are damages to Work and other parts of the building, and 51 to building contents, caused by. a) lightning, windstorm; b) fire; c) failure to roofing system substrate including cracking, settlement, excessive deflection, deterioration, and decomposition; d) faulty construction of parapet walls, copings, chimneys, skylights, vents equipment supports, and 54 other edge conditions and penetrations not part of the Work; e) vapor condensation on bottom of roofing; and f) activity on roofing by others including construction contractors, maintenance 1108.00 Asphalt Shingles Yakima Trolley Buildings Re -roofing 07311-6 personnel, other persons, and animals whether authorized or unauthorized by Owner 3 When Work has been damaged by any of foregoing causes, Warranty shall be null and void for the affected portion of the Work until such damage has been repaired by Roofing Installer, and until oust and exr.,e! !Je thereof has been pad by Owner or by another responsible party so designated. 6 2. The Roofing Installer is responsible for damage to Work covered by this Warranty, but are not liable for consequential damages to building or building contents, resulting from leaks or faults or 9 defects of Roofing System Work. 3 During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, 12 including cutting, patching and maintenance in connection with penetrations, attachments of other Work, and positioning of anything on roof, this Warranty shall become null and void upon date of said alterations, but only to extent said alterations affect Work covered by this Warranty. This 15 Warranty shall remain in effect on all portions of roofing system not affected by said alterations. If Owner e!gaL:e Roofing Installer to Terfll:lsaid alterations, Warranty for other areas affected by alterations shall not become null and void, unless Roofing Installer, prior to proceeding with said 18 Work, shall have notified Owner in writing, showing reasonable cause for claim that said alterations would like damage or deteriorate Work, thereby reasonably justifying a limitation or termination of this Warranty 21 4. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray cooled surface, flood basin, or other use or 24 service more severe than originally specified, this Warranty shall become null and void upon date of said change, but only to extent said change affects work covered by this Warranty 27 5. The Owner shall promptly notify Roofing Installer of observed, known or suspected leaks, defect or deterioration, and shall afford reasonable opportunity for Roofing installer to inspect Work, and to examine evidence of such leaks, defects or deterioration. 30 6. Definition of "Defects and Deterioration" for purposes of this Warranty shall be understood to mean conditions as deemed appropriate by the project design architect. Conditions such as apparently 33 open surface seams, ponding water caused by improper installation of roofing system materials, etc., whether or not actually resulting in water leaks, shall be fully corrected under terms of this warranty. 36 7 This Warranty is recognized to be the only Warranty of Roofing Installer on roofing and related Work except for system manufacturer's warranties and guarantees as may otherwise be required in 39 the Contract Documents for the Work; and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to him in cases of roofing failure Specifically, this Warranty shall not operate to relieve Roofing installer of responsibility for performance of original 42 Work in accordance with requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor 45 IN WITNESS THEREOF, this instrument has been duly executed this day of 200 48 Roofing Installer (Signature) 51 END OF SECTION 07311 1108.00 Asphalt Shingles Yakima Trolley Buildings Re -roofing 07551 -1 SECTION 07551 - APP MODIFIED BITUMINOUS MEMBRANE ROOFING 3 PART 1 — GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section includes the following: 18 Three-ply, modified bituminous membrane roofing including mineral covered cap sheet surfacing. Roof insulation system. Tear off, removal and disposal of existing roofing. Note that existing roofing systems to be 21 removed have asbestos containing materials. Refer to Section 2 Selective Demolition. Related Sections include the following: 24 Division 2 Section "Selective Demolition" for demolition other than roof system removal. Division 6 Section "Miscellaneous Rough and Finish Carpentry" for treated wood naiters, curbs 27 and wood cants. Division 7 Section "Sheet Metal Flashing and Trim" for metal roof penetration flashings, flashings and counter flashings. 30 DEFINITIONS 33 Roofing Terminology: Refer to ASTM D 1079 for definitions of terms related to roofing work not otherwise defined in this Section. 36 Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its viscosity is 125 centipoise for mop -applied roofing asphalt and 75 centipoise for mechanical spreader -applied 39 roofing asphalt within a range of plus or minus 25 deg F (14 deg C) measured at the mop cart or mechanical spreader immediately before application. 42 PERFORMANCE REQUIREMENTS General: Install watertight, modified bituminous membrane roofing and base flashing system with compatible 45 components that will not permit passage of liquid water and will withstand wind Toads, thermally induced movement, and exposure to weather, without failure. 48 FM Listing: Provide modified bituminous membrane, base flashings and component materials that meet requirements of FM 4450 and FM 4470 as part of a roofing system and that are listed in Factory Mutual's "Approval Guide" for Class 1 or noncombustible construction, as applicable. identify materials with FM 51 markings. Roofing system shall comply with the following: 54 Fire/Windstorm Classification: Class 1A-90 1108.00 Built -Up APP Modified Bituminous Membrane Roofing 3 Yakima Trolley Buildings Re -roofing 07551 -2 SUBMITTALS General: Submit the following according to Conditions of Contract and Division 1 Specification Sections. 6 Product data for each type of product specified. iiR1UUe udtd buusiaiwduiiy aIca i!iat@ridis LA.,' vitt ui requirements. 9 Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install specified roofing system and is eligible to receive the standard roofing manufacturer's warranty 12 Product Test Reports: Based on evaluation of tests performed by manufacturer and witnessed by a qualified independent testing agency, indicate compliance with components of roofing system with requirements based 15 on comprehensive testing of current product compositions. Warranty' Sample copy of standard roofing manufacturers warranty stating obligations, remedies, limitations, 18 and exclusions of warranty 21 Inspection Report: Copy of roofing system manufacturers inspection report of completed roof installation. QUALITY ASSURANCE 24 Installer Qualifications: Engage an experienced Installer (Roofer) who has specialized in installing roofing similar to that required for this Project; who is approved, authorized, or licensed by the roofing system manufacturer to install manufacturers product; and who is eligible to receive the standard roofing 27 manufacturer's warranty Fire -Test -Response Characteristics: Provide roofing materials with the fire -test -response characteristics 30 indicated as determined by testing identical products per test method indicated below by UL, FM, or another testing and inspecting agency acceptable to the authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspection agency. 33 Exterior Fire -Test exposure. Class A, complying with ASTM E 108, for application and slopes indicated. 36 Preinstallation Conference: Before installing roofing system, conduct conference at project site to comply with requirements of Division 1 Section "Project Meetings". Notify participants at least 5 working days before 39 conference. Meet with Owner, Architect, roofing Installer, roofing system manufacturers represei native, and installers 42 whose work interfaces with or affects roofing, including installers of sheet metal flashings, roofing accessories and roof -mounted equipment. 45 Review methods and procedures related to roofing installation, including manufacturer's instructions. Examine substrate conditions for compliance with requirements. 48 Review loading limitations of deck during and after roofing. 51 Review flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and conditions of other construction that will affect roofing. 54 Review temporary protection requirements for roofing system during and after installation. 1108,00 Built -Up APP Modified Bituminous Membrane Roofing 3 Yakima Trolley Buildings Re -roofing 07551 -3 Document proceedings, including corrective measures or actions required, and furnish copy of record to each participant. DELIVERY, STORAGE, AND HANDLING 6 Store roofing materials in a dry, well -ventilated, weathertight place to ensure no possibility of significant moisture pickup and maintain at a temperature in accordance with roofing systems manufacturer's written 9 instructions. Store rolls of felt and other sheet materials on end on pallets or other raised surface Handle and store materials or equipment in a manner to avoid significant or permanent deflection of deck. 12 Do not leave unused felts and other sheet materials on the roof overnight or when roofing work is not in progress unless protected from weather or other moisture sources and unless maintained at a temperature 15 exceeding 50 deg F (10 deg C). Deliver and store liquid materials in their original undamaged containers in a clean, dry, protected location 18 and within the temperature range required by roofing system manufacturer. Protect roofing insulation materials from physical damage and deterioration by sunlight, moisture, soiling, and 21 other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. 24 PROJECT CONDITIONS Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather 27 conditions will permit unit of Work to be installed in accordance with manufacturers' recommendations and warranty requirements. 30 WARRANTY General Warranty. The warranties specked in this Article shall not deprive the Owner of other rights the 33 Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. Provide specified warranties at no additional cost to Owner 36 Manufacturer's Warranty. Submit executed copy of roofing manufacturer's written warranty, without monetary limitation, signed by roofing system manufacturer agreeing to promptly repair leaks in the roof membrane and 39 base flashings resulting from defects in materials or workmanship for the following warranty period: 10 years after date of Substantial Completion. 42 Special Project Warranty Submit roofing Installer's warranty, on form included at end of this Section, signed by Installer, covering work of this Section including roofing membrane, base flashing, roof insulation, and 45 fasteners, for the following warranty period: 2 years after date of Substantial Completion. 48 PART 2- PRODUCTS 51 MANUFACTURERS 54 Manufacturers: Specification is based on roofing systems manufactured by Johns Manville. 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima Trolley Buildings Re -roofing 07551 -4 Other systems will not be considered without prior approval. 3 Provide roofing insulation systems and secondary roofing materials manufactured by companies aweptabi� to prim�ll 3 r %/WI vyvtei 11 m1.41 4 .p l.4I 6 APP MODIFIED BITUMEN ROOFING SYSTEMS 9 Specification is based on roofing system manufactured by Johns Manville, Specification 3PBN-W 3 ply heat welded sheet fastened modified bitumen mineral surfaced roofing system , with GlasBase base ply, APPeX4S intermediate plys, and APPeX4.5M FR cap sheet. 12 Cap sheet color as selected from manufacturer's standard (black or gray range osf colors). 15 AUXILIARY MEMBRANE MATERIALS General: Furnish auxiliary materials recommended by roofing system manufacturer for intended use and 18 compatible with APP modified bituminous roofing. Metal Flashing Sheet: Metal flashing sheet is specified in Division 7 Section "Sheet Metal Flashing and Trim" 21 Wood Nailer Strips and Cants: Furnish wood nailer strips and cants complying with requirements of Division 6 "Rough Carpentry" 24 Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer for intended use. 27 INSULATION Mw T ERIALS 30 General: Provide preformed roofing insulation boards that comply with requirements, selected from manufacturer's standard sizes and of thicknesses indicated. 33 Provide preformed, tapered insulation boards where indicated for building up crickets and sloping to drain. Fabricate with the following taper: 36 1/4 inch per 12 inches (1 48), unless otherwise indicated (build up as required for in-place slopes indicated). 39 COVER BOARD. Johns Manville 1/2" "Retro -fit" board, or approved. INSULA T ION ACCESSORIES 42 General: Furnish roofing insulation accessories recommended by insulation manufacturer for intended use and compatible with sheet roofing material. 45 Fasteners: Factory -coated steel fasteners and metal or plastic plates complying with corrosion -resistance provisions of FM 4470; designed for fastening base sheets, base -ply felts, and base flashings and for 48 backnailing modified bituminous membrane to substrate, tested by manufacturer for required pullout strength; and acceptable to roofing manufacturer. 51 Tapered Edge Strips: Rigid, perlite insulation board, complying with ASTM C 728 Tapered Cage Strips: Rigid, cellulosic -Tiber insulation board, complying with AS T Ivl 1. tuo, Type 2. 54 1108.00 Built -Up APP Modified Bituminous Membrane Roofing 3 Yakima Trolley Buildings Re -roofing 07551 -5 PART 3 - EXECUTION REMOVAL OF EXISTING ROOFING SYSTEMS AND EXAMINATION 6 Completely remove all existing roofing materials to expose substrates to which new materials are to be applied. 9 Existing roofing systems include asbestos containing materials. Comply with all applicable health and safety regulations. Refer to Division 2 Section "Selective Demolition". 12 Perform removal and disposal of existing roofing system materials using methods and techniques that prevent damaging existing construction components and assemblies to remain in place. Where removal will permit dust or debris to enter the building or exterior occupied spaces, provide appropriate protective measures. 15 Remove projecting mechanical fasteners, excess asphalt and similar obstructions. Remove no more roofing than can be replaced the same day. Convey removed materials to ground collection 18 points by means of containers or enclosed chutes. Promptly remove materials from site. Clean ground collection and the site regularly and on a continual basis. 21 Coordinate for modifications to mechanical and electrical components and systems, and for modifications to other existing construction as indicated. 24 Completely correct or replace previously concealed construction elements discovered to be damaged or deteriorated as directed. Contractor's reimbursement for such work, if necessary, will be per contract provisions for changes to the work. 27 Examine substrates, areas and conditions under which roofing will be applied, with Installer present, for compliance with requirements, Obtain roofing system manufacturer's approval of substrate as required to 30 obtain specified warranties. Verify that roof openings and penetrations are in place and set and braced. 33 Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at roof penetrations and terminations and match the thickness of insulation required. 36 Do not proceed with installation until unsatisfactory conditions have been corrected and approval of the roofing system manufacturer has been obtained. 39 PREPARATION 42 Clean substrate of dust, debris, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. 45 Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. 48 GENERAL INSTALLATION REQUIREMENTS 51 Install modified bituminous membrane roofing system according to roofing system manufacturer's written instructions and applicable recommendations of NRCA/ARMA's "Quality Control Recommendations for Polymer Modified Bitumen Roofing". 54 Install roofing system according to applicable specification plates of NRCA's "The NRCA Roofing and 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima Trolley Buildings Re -rooting 07551 -6 1AJatcrproofing Manii ial' 3 Shingling Plies: Install modified bituminous membrane roofing system with ply sheets shingled uniformly to achieve required number of membrane plys throughout. Shingle in direction to shed water. b Cant Strips: install and secure preformed 45 -degree cant strips at junctures of modified bituminous membrane roofing system with vertical surfaces or angle changes greater than 45 degrees. 9 Coordinate installing roofing system components so that insulation and roofing plies are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. 12 Provide cut offs at end of each day's work to cover exposed ply sheets and insulation with a course of coated felt with joints and edges sealed. 15 Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system. 18 Remove and discard temporary seals before beginning work on adjoining roofing. INSTALLING COVER BOARD SYSTEMS 21 General: Comply with insulation manufacturer's written instructions for installing roofing cover board. 24 Coordinate installing roofing system components so cover board is not exposed to precipitation or left exposed at the end of the workday 27 Secure cover board to deck using mechanical fasteners specifically designed and sized for attaching specified board to deck type indicated. Fasten insulation according to the insulation and roofing manufacturer's written instructions to meet specified wind -uplift requirements, but not less than 1 fastener for 30 each 4 sq. ft and at least 2 fasteners per board. Roofing contractor is responsible for determining locations of all electrical conduit and mechanical items 33 which may be penetrated or damaged by application of mechanical fasteners, and for preventing/completely correcting any such damage that occurs. 36 BASE -SHEET INSTALLATION Install one lapped course of base sheet according to roofing system manufacturers written instructions, 39 extending sheet over and terminating beyond cants. PLY SHEET INSTALLATION 42 Install ply sheets according to roofing system manufacturer's written instructions, starting at low point of roofing system. End lap and shingle each base -ply to ensure number of base-plys cover the substrate at any 45 point. Extend base-plys over and terminate beyond cants. Embed each base -ply in a continuous mopping of hot roofing asphalt, to form a uniform membrane without base-plys touching each other 48 CAP SHEET INSTALLATION 51 Install mineral surfaced modified bituminous membrane over area to receive roofing, according to manufacturer's written instructions. Extend membrane over and terminate beyond cants. 54 Unroll sheet and allow it to relax for the minimum time period required by manufacturer 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima Trolley Buildings Re -roofing 07551 -7 FLASHING AND STRIPPING INSTALLATION 3 Install modified bituminous membrane base flashing over cant strips and other sloping and vertical surfaces, at roof edges, and at penetrations through roof, and secure to substrates according to roofing system manufacturer's written instructions, and as follows: 6 Prime substrates with asphalt primer if required by roofing system manufacturer. 9 Base Flashing Application: Adhere aluminum chip clad modified bituminous membrane base flashing components to substrate in a uniform mopping of hot roofing asphalt, applied to substrate and back of base flashing at rate required by roofing system manufacturer 12 Mechanically fasten top of modified bituminous membrane base flashing securely at terminations and perimeter of roofing. 15 Install modified bituminous stripping where metal flanges and edgings are set on membrane roofing, according to roofing system manufacturer's written instructions. 18 FIELD QUALITY CONTROL 21 Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion and submit report to Architect. 24 Notify Architect and Owner 48 hours in advance of the date and time of inspection. 27 PROTECTING AND CLEANING Protect modified bituminous membrane roofing from damage and wear during remainder of construction 30 period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing nature and extent in a written report, with copies to Architect and Owner. 33 Correct deficiencies in or remove modified bituminous membrane roofing that does not comply with requirements, repair substrates, reinstall roofing, and repair base flashings to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. 36 Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. Clean overspray and spillage from flashings and 39 building wall surfaces. 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima T roiiey Buiidings Re -roofing 07551 -8 ROOFING INSTALLERS WARRANTY WHEREAS 6 of (Address) herein called the "Roofing installer", has performed roofing and associated work ("work") on the following 9 Project: 3 YAKIMA TROLLEY BUILDINGS RE -ROOFING 12 306 West Pine 15 For CITY OF YAKIMA n11.findn1_♦ 'ACdr 6s: r4n Noin L &_eel, Yakima, \vAvA— 98201 18 Provision of new modified bitumen roofing and insulation systems: 21 Roofing System as manufactured by - 24 and Insulation Systems 27 as manufactured by. For City of Yakima, herein called the "Owner", subject roofing Work being accepted as complete by the 30 Owner upon substantial completion of the project on 33 The above named Installer warrants subject roofing and associated Work for a period of two (2) years from the date of Owner's acceptance of the entire work of the project as substantially complete as follows: 36 WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said Work against leaks and faulty or defective materials and workmanship for designated Warranty 39 Period. NOW IiEREFnRE Roofing installer hereby warrants, subject to terms eris aiid conditions herein set forth, that 42 during Warranty Period he will at his own cost and expense, make or cause to be made such repairs to or replacements of said Work as are necessary to correct faulty and defective Work, and as are necessary to maintain said Work in watertight condition. 45 This Warranty is made subject to the following terms and conditions: 48 1. Specifically excluded from this Warranty are damages to Work and other parts of the building, and to building contents, caused by. a) lightning, windstorm; b) fire; c) failure to roofing system substrate including cracking, settlement, excessive deflection, deterioration, and decomposition; d) faulty 51 construction of parapet walls, copings, chimneys, skylights, vents equipment supports, and other edge conditions and penetrations not part of the Work; e) vapor condensation on bottom of roofing; and f) activity on roofing by others including construction contractors, maintenance personnel, other persons, 54 and animals whether authorized or unauthorized by Owner 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima Trolley Buildings Re -roofing 07551 -9 When Work has been damaged by any of foregoing causes, Warranty shall be null and void for the affected portion of the Work until such damage has been repaired by Roofing Installer, and until cost and 3 expense thereof has been paid by Owner or by another responsible party so designated. 2. The Roofing Installer is responsible for damage to Work covered by this Warranty, but are not liable for 6 consequential damages to building or building contents, resulting from leaks or faults or defects of Roofing System Work. 9 3 During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching and maintenance in connection with penetrations, attachments of other Work, and positioning of anything on roof, this Warranty shall become null and void upon date of said 12 alterations, but only to extent said alterations affect Work covered by this Warranty. This Warranty shall remain in effect on all portions of roofing system not affected by said alterations. If Owner engages Roofing Installer to perform said alterations, Warranty for other areas affected by alterations shall not 15 become null and void, unless Roofing Installer, prior to proceeding with said Work, shall have notified Owner in writing, showing reasonable cause for claim that said alterations would like damage or deteriorate Work, thereby reasonably justifying a limitation or termination of this Warranty. 18 4 During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray cooled surface, flood basin, or other use or service more 21 severe than originally specified, this Warranty shall become null and void upon date of said change, but only to extent said change affects work covered by this Warranty. 24 5 The Owner shall promptly notify Roofing Installer of observed, known or suspected leaks, defect or deterioration, and shall afford reasonable opportunity for Roofing Installer to inspect Work, and to examine evidence of such leaks, defects or deterioration. 27 6 Definition of "Defects and Deterioration" for purposes of this Warranty shall be understood to mean conditions as deemed appropriate by the project design architect. Conditions such as apparently open 30 surface seams, ponding water caused by improper installation of roofing system materials, etc., whether or not actually resulting in water leaks, shall be fully corrected under terms of this warranty 33 7 This Warranty is recognized to be the only Warranty of Roofing Installer on roofing and related Work except for system manufacturers warranties and guarantees as may otherwise be required in the Contract Documents for the Work, and shall not operate to restrict or cut off Owner from other remedies 36 and resources lawfully available to him in cases of roofing failure Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original Work in accordance with requirements of the Contract Documents, regardless of whether Contract was a contract directly with 39 Owner or a subcontract with Owner's General Contractor. IN WITNESS THEREOF, this instrument has been duly executed this day of 42 200 45 Roofing Installer 48 (Signature) END OF SECTION 07551 1108.00 Built -Up APP Modified Bituminous Membrane Roofing Yakima Trolley Buildings Re -roofing 07552 -1 SECTION 07552 - BUILT-UP ASPHALT ROOFING 3 PART 1 — GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY 15 This Section includes the following: Built-up asphalt roofing system with emulsion coating. 18 Roof insulation system. Tear off, removal and disposal of existing roofing. Note that existing roofing system to be removed is suspected to contain asbestos. 21 Related Sections include the following: 24 Division 2 Section "Selective Demolition" for general demolition. Division 6 Section "Miscellaneous Rough and Finish Carpentry" for wood nailers, sleepers, curbs and wood cants. 27 Division 7 Section "Sheet Metal Flashing and Trim" for metal roof penetration flashings, flashings and counter flashings. 30 DEFINITIONS 33 Roofing Terminology Refer to ASTM D 1079 for definitions of terms related to roofing work not otherwise defined in this Section. 36 Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its viscosity is 125 centipoise for mop -applied roofing asphalt and 75 centipoise for mechanical spreader -applied roofing asphalt within a range of plus or minus 25 deg F (14 deg C) measured at the mop cart or mechanical 39 spreader immediately before application. PERFORMANCE REQUIREMENTS 42 General: Install watertight, modified bituminous membrane roofing and base flashing system with compatible components that will not permit passage of liquid water and will withstand wind loads, thermally induced 45 movement, and exposure to weather, without failure. FM Listing: Provide modified bituminous membrane, base flashings and component materials that meet 48 requirements of FM 4450 and FM 4470 as part of a roofing system and that are listed in Factory Mutuals "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FM markings. 51 Roofing system shall comply with the following: 54 Fire/Windstorm Classification: Class 1A-90. 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing SUBMITTALS U 13O -L 3 General: Submit the following according to Conditions of Contract and Division 1 Specification Sections 6 Product ._t J_t_ 1_.. ___L type_ �l __�J..- specified. Include data substantiating g LI & iTiat..rials ........ply with O iruuuta Udta lul IrdUE1 type UI p1 UUUla bf.JGGIICU. 11 ILIUUC data auwLGI IIIatll ly 11I L 11I L Vola comply WILT requirements. 9 Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install specified roofing system and is eligible to receive the standard roofing manufacturer's warranty. 12 Product Test Reports: Based on evaluation of tests performed by manufacturer and witnessed by a qualified independent testing agency, indicate compliance with components of roofing system with requirements based 15 on comprehensive testing of current product compositions. Warranty: Sample copy of standard roofing manufacturer's warranty stating obligations, remedies, limitations, 18 and exclusions of warranty Inspection Report: Copy of roofing system manufacturer's inspection report of completed roof installation. 21 QUALITY ASSURANCE 24 Installer Qualifications: Engage an experienced Installer (Roofer) who has specialized in installing roofing similar to that required for this Project; who is approved, authorized, or licensed by the roofing system manufacturer to install manufacturers product and who is eligible to receive the standard roofing 27 manufacturer's warranty Fire -Test -Response Characteristics: Provide roofing materials with the fire -test -response characteristics 30 indicated as determined by testing identical products per test method indicated below by UL, FM, or another testing and inspecting agency acceptable to the authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspection agency 33 Exterior Fire -Test exposure: Minimum Class B; complying with ASTM E 108, for application and slopes indicated. 36 DELIVERY, STORAGE, AND HANDLING 39 Store roofing materials in a dry, well -ventilated, weathertight place to ensure no possibility of significant moisture pickup and maintain at a temperature in accordance with roofing systems manufacturer's written instructions. Store rolls of felt and other sheet materials on end on pallets or other raised surface. 42 Handle and store materials or equipment in a manner to avoid significant or permanent deflection of deck. 45 Do not leave unused felts and other sheet materials on the roof ovemight or when roofing work is not in progress unless protected from weather or other moisture sources and unless maintained at a temperature exceeding 50 deg F (10 deg C). 48 Deliver and store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer 51 Protect roofing insulation materials from physical damage and deterioration by sunlight, moisture, soiling, and other boulces. Score in a dry location. Comply with insulation manufacturer's written iristruetiuris for r1andlirly, 54 storing, and protecting during installation. 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07552 -3 PROJECT CONDITIONS 3 Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather conditions will permit unit of Work to be installed in accordance with manufacturers' recommendations and 6 warranty requirements. WARRANTY 9 General Warranty The warranties specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run 12 concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. Provide specified warranties at no additional cost to Owner. 15 Special Project Warranty: Submit roofing Instalter's warranty, on form included at end of this Section, signed by Installer, covering work of this Section including roofing membrane, base flashing, roof insulation, and fasteners, for the following warranty period: 18 2 years after date of Substantial Completion. 21 PART 2- PRODUCTS 24 MANUFACTURERS 27 Manufacturers: Specification is based on roofing systems manufactured by Johns Manville. Other systems will not be considered without prior approval. 30 Provide roofing insulation systems and secondary roofing materials manufactured by companies acceptable to primary roof system manufacturer 33 BUILT-UP ROOFING SYSTEMS 36 Roofing system designs and specifications are based on the following: Johns Manville Specification 4GIS four ply smooth surface fiberglass built-up roof with 4 plies of "GlasPly IV " 39 felts and 'Topgard" Type B fibrated surfacing. AUXILIARY MEMBRANE MATERIALS 42 General: Furnish auxiliary materials recommended by roofing system manufacturer for intended use and compatible with asphalt built-up roofing. 45 Furnish liquid -type auxiliary materials that meet VOC limits of authorities having jurisdiction. 48 Roofing asphalt: ASTM D 312, Type 111 or Type IV, as recommended by manufacturer of the roofing system. Label each container or provide certification with each load of bulk asphalt identifying type of roofing 51 asphalt and indicating softening point, minimum flash point, equiviscous temperature, and finished blowing temperature. 54 Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system 1108.00 Built -Up Asphalt Roofing e Yakima Trolley Buildings Re -roofing urouc -4 manufacturer for application. 3 Mastic Sealant: Polyisobutylene, plain or modified bituminous, non hardening, nonmigrating, nonskinning, and nondrying. 6 Metal e>al Fla5hlng Sheet Metal flashing sheet is specified in Division 7 Section "Sheet Metal FIaJhinng and Trim" Wood Nailer Strips and Cants. Furnish wood nailer strips and cants complying with requirements of Division 9 6 "Miscellaneous Rough Carpentry". Cants: Perlite board, complying with ASTM C 728. 12 Cants: Cellulosic -fiber board, complying with ASTM C 208, Type 2. 15 Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer for intended use. 18 MODIFIED BITUMEN MEMBRANE: Johns Manville "DyneFlex" or approved SBS modified bitumen mineral surfaced flashing sheet. 21 EPDM GUTTER LINER MEMBRANE: 60 mil EPDM rubber roofing membrane as manufactured by Johns Manville or equal, with adhesive and accessories recommended by manufacturer. 24 INSULATION MATERIALS General: Provide preformed roofing insulation boards that comply with requirements, selected from 27 manufacturer's standard sizes and of thicknesses indicated. Provide preformed, tapered insulation boards if required for building up crickets and sloping to drain. 30 Fabricate with the following taper 1/4 inch per 12 inches (1 48), unless otherwise indicated. 33 Perlite Board Insulation: Rigid, mineral -aggregate thermal insulation board consisting of expanded perlite, cellulosic fibers, binders, and waterproofing agents with top surface seal -coated, complying with ASTM C 728 36 COVER BOARD: Johns Manville 1/2" "Retro -fit" board, or approved. 39 INSULATION ACCESSORIES General: Furnish roofing insulation accessories recommended by insulation manufacturer for intended use 42 and compatible with sheet roofing material. Fasteners: Factory -coated steel fasteners and metal or plastic plates complying with corrosion-resistanc-e 45 provisions of FM 4470; designed for fastening base sheets, base -ply felts, and base flashings and for backnailing modified bituminous membrane to substrate; tested by manufacturer for required pullout strength; and acceptable to roofing manufacturer. 48 PART 3 - EXECUTION 51 h(tiviOVAL OF EAI 1 IF u ROOFING G SYS T EiviS AND EAANliNAT IOfv 54 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07552 -5 Completely remove all existing roofing and insulation system materials to expose existing roof deck substrates to which new materials are to be applied. Remove as noted below. 3 existing roofing system is assumed to contain asbestos. The Contractor shall perform required tests to determine such asbestos and notify all authorities having jurisdiction, including the Clean Air Authority. 6 Comply with all applicable health and safety regulations. The Contractor shall remove and dispose of the roofing in an manner as approved by the authorities having jurisdiction. Also refer to Division 2 Section "Selective Demolition". 9 Perform removal and disposal of existing roofing system materials using methods and techniques that prevent damaging existing construction components and assemblies to remain in place. Where removal will allow 12 dust or debris to enter the building or exterior occupied spaces, provide appropriate protective measures. Remove projecting mechanical fasteners, excess asphalt and similar obstructions. Contractor shall be responsible for immediate clean-up of occupied areas of building. 15 Remove no more roofing than can be replaced the same day. Convey removed materials to ground collection points by means of containers or enclosed chutes. Promptly remove materials from site. Clean ground 18 collection and the site regularly and on a continual basis. Existing mechanical and electrical items on roof are to remain, unless otherwise noted. Care should be taken 21 during roofing installation to maintain seals on roof penetrations and to otherwise not disturb existing mechanical and eletrical installations. 24 Completely correct or replace previously concealed construction elements discovered to be damaged or deteriorated as directed. Contractor shall, prior to bid, investigate condition of existing roof and structure. Note that in most cases, roof structure is visible from the interior of the building. 27 Examine substrates, areas and conditions under which roofing will be applied, with Installer present, for compliance with requirements, Obtain roofing system manufacturer's approval of substrate as required to 30 obtain specified warranties. Verify that roof openings and penetrations are in place and set and braced. 33 Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at roof penetrations and terminations and match the thickness of insulation required. 36 Do not proceed with installation until unsatisfactory conditions have been corrected and approval of the roofing system manufacturer has been obtained. 39 Remove and completely replace existing roof scuppers. Remove and patch at existing exhaust system stack and center vent at south end of roof 42 PREPARATION 45 Clean substrate of dust, debris, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. 48 Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. 51 GENERAL INSTALLATION REQUIREMENTS Coordinate with new roof sheathing related work indicated . 54 1108.00 Built -Up Asphalt Roofing 3 Yakima Trolley Buildings Ke -roofing 07652 -b Install roofing system according to manufacturer's written instructions and applicable recommendations of NRCA/ARMA's "Quality Control Recommendations for Application of Built-up Roofing" Install roofing system according to applicable specification plates of NRCA's 'The NRCA Roofing and 'Waterproofing Manual" Shingling Plies: Install with ply sheets shingled uniformly to achieve required number of membrane plies throughout. Shingle in direction to shed water. 9 Cant Strips: Install and secure preformed 45 -degree cant strips at junctures of membrane roofing system with vertical surfaces or angle changes greater than 45 degrees. 12 Coordinate installing roofing system components so that insulation and roofing plies are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. 15 Provide cut offs at end of each day's work to cover exposed ply sheets and insulation with a course of coated felt with joints and edges sealed. 18 Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system. 21 Remove and discard temporary seals before beginning work on adjoining roofing. 24 Asphalt Bitumen Heating: Heat roofing asphalt and apply within plus or minus 5 deg F (14 deg C) of equiviscous temperature, unless otherwise required by roofing system manufacturer Do not raise roofing asphalt temperature above the equiviscous temperature range more than 1 hour prior to time of application. 27 Do not heat roofing asphalt within 25 deg F (14 deg C) of flash point. Discard roofing asphalt maintained at a temperature exceeding 500 deg. (260 deg. C) for more than 4 hours. Keep kettle lid dosed except when adding roofing asphalt. 30 Substrate Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. if mopping is applied directly to 33 substrate, tape substrate joints. INSTALLING INSULATION AND COVER BOARD 36 General: Comply with insulation manufacturer's written instructions for installing roofing insulation. 39 Coordinate installing roofing system components so insulation is not exposed to precipitation of left exposed at the end of the workday 42 Provide any and all cricketing necessary to eliminate standing water. Taper surface of insulation where necessary so that water flows to roof drains and at roof drains so completed surface is flush with lip of drain. 45 Nailer Strips: Where recommended or required by roofing system manufacturer, mechanically fasten to deck minimum 4 -inch nominal wide, wood nailer strips of same thickness as insulation. 48 Install insulation with long joints of insulation in continuous straight lines with wend joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch with insulation. 51 Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations. Attached insulation: Secure ' Reiro-Fir' periiie-based utility board to deck using a method recommended by 54 the manufacturer 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07552 -7 If using fastenners, install according to the insulation and roofing manufacturer's written instructions to 3 meet specified wind -uplift requirements, but not Tess than 1 fastener for each 4 sq. ft. and at least 2 fasteners per board. 6 Roofing contractor is responsible for determining locations of all electrical conduit and mechanical items which may be penetrated or damaged by application of mechanical fasteners, and for preventing/completely correcting any such damage that occurs. 9 BASE -SHEET INSTALLATION 12 Install one lapped course of base sheet according to roofing system manufacturer's written instructions, extending sheet over and terminating beyond cants. Attach base sheet as follows: 15 Adhere to substrate in a solid mopping of hot roofing asphalt. PLY SHEET INSTALLATION 18 Install ply sheets according to roofing system manufacturer's written instructions, starting at low point of roofing system. End lap and shingle each base -ply felt to ensure number of base -ply felts cover the substrate 21 at any point. Extend base -ply felts over and terminate beyond cants. Embed each base -ply felt in a continuous mopping of hot roofing asphalt, to form a uniform membrane without base -ply felts touching each other 24 Application: Adhere to substrate in a solid mopping of hot roofing asphalt applied at rate required by roofing system manufacturer 27 FLASHING AND STRIPPING INSTALLATION 30 Install membrane base flashing over cant strips and other sloping and vertical surfaces, at roof edges, and at penetrations through roof, and secure to substrates according to roofing system manufacturer's written instructions, and as follows: 33 Prime substrates with asphalt primer if required by roofing system manufacturer 36 Base Flashing Application. Adhere membrane base flashing components to substrate in a uniform mopping of hot roofing asphalt, applied to substrate and back of base flashing at rate required by roofing system manufacturer 39 Mechanically fasten top of membrane base flashing securely at terminations and perimeter of roofing. 42 Run "Dynaflex" perimeter membrane wall flashing system up and over the top of parapet walls prior to installation of sheet metal copings. 45 PROTECTING AND CLEANING Protect roofing from damage and wear during remainder of construction period. When remaining construction 48 will not affect or endanger roofing, inspect roofing for deterioration and damage, describing nature and extent in a written report, with copies to Architect and Owner 51 Correct deficiencies in or remove membrane roofing that does not comply with requirements, repair substrates, reinstall roofing, and repair base flashings to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. 54 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 01552 -8 Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. Clean overspray and spillage from flashings and 3 building wall surfaces. b 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07552 -9 ROOFING INSTALLER'S WARRANTY 3 WHEREAS 6 of (Address) herein called the "Roofing Installer", has performed roofing and associated work ('work") on the following 9 Project: YAKIMA TROLLEY BUILDINGS RE -ROOFING 12 306 West Pine 15 For CITY OF YAKIMA Address: 129 North 21-4 Street, Yakima, WA 98901 18 Provision of new built-up asphalt roofing and insulation systems: 21 Roofing System as manufactured by 24 and Insulation Systems 27 as manufactured by- For y For City of Yakima, herein called the "Owner", subject roofing Work being accepted as complete by the 30 Owner upon substantial completion of the project on 33 The above named Installer warrants subject roofing and associated Work for a period of two (2) years from the date of Owner's acceptance of the entire work of the project as substantially complete as follows: 36 WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said Work against leaks and faulty or defective materials and workmanship for designated Warranty 39 Period. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that 42 during Warranty Period he will at his own cost and expense, make or cause to be made such repairs to or replacements of said Work as are necessary to correct faulty and defective Work, and as are necessary to maintain said Work in watertight condition. 45 This Warranty is made subject to the following terms and conditions: 48 1. Specifically excluded from this Warranty are damages to Work and other parts of the building, and to building contents, caused by: a) lightning, windstorm; b) fire; c) failure to roofing system substrate including cracking, settlement, excessive deflection, deterioration, and decomposition; d) faulty 51 construction of parapet walls, copings, chimneys, skylights, vents equipment supports, and other edge conditions and penetrations not part of the Work; e) vapor condensation on bottom of roofing; and f) activity on roofing by others including construction contractors, maintenance personnel, other persons, 54 and animals whether authorized or unauthorized by Owner. 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07552 -10 When Work has been damaged by any of foregoing causes, Warranty shall be null and void for the 3 affected portion of the Work until such damage has been repaired by Roofing Installer, and until cost and expense thereof has been paid by Owner or by another responsible party so designated. 6 2. The Roofing installer is responsible for damage to Work covered by this Warranty, anty, but are not liable for consequential damages to building or building contents, resulting from leaks or faults or defects of Roofing System Work. 9 3. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching and maintenance in connection with penetrations, attachments of other Work, 12 and positioning of anything on roof, this Warranty shall become null and void upon date of said alterations, but only to extent said alterations affect Work covered by this Warranty This Warranty shall remain in effect on all portions of roofing system not affected by said alterations. If Owner engages 15 Roofing Installer to perform said alterations, Warranty for other areas affected by alterations shall not become mull and void, unless Roofing Installer, prior to proceeding with said Work, shall have notified Owner in writing, showing reasonable cause for claim that said alterations would like damage or 18 deteriorate Work, thereby reasonably justifying a limitation or termination of this Warranty 4 During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally 21 specified for, a promenade, work deck, spray cooled surface, flood basin, or other use or service more severe than originally specified, this Warranty shall become null and void upon date of said change, but only to extent said change affects work covered by this Warranty 24 5 The Owner shall promptly notify Roofing Installer of observed, known or suspected leaks, defect or deterioration, and shall afford reasonable opportunity for Roofing installer to inspect Work, and to 27 examine evidence of such leaks, defects or deterioration. 6. Definition of "Defects and Deterioration" for purposes of this Warranty shall be understood to mean 30 conditions as deemed appropriate by the project design architect. Conditions such as apparently open surface seams, ponding water caused by improper installation of roofing system materials, etc., whether or not actually resulting in water leaks, shall be fully corrected under terms of this warranty 33 7 This Warranty is recognized to be the only Warranty of Roofing Installer on roofing and related Work except for system manufacturer's warranties and guarantees as may otherwise be required in the 36 Contract Documents for the Work, and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to him in cases of roofing failure. Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original Work in accordance with 39 requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor 42 IN WITNESS THEREOF, this instrument has been duly executed this day of 200 45 Roofing Installer (Signature) 48 END OF SECTION 07552 1108.00 Built -Up Asphalt Roofing Yakima Trolley Buildings Re -roofing 07620 -1 SECTION 07620 - SHEET METAL FLASHING AND TRIM 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 9 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. 12 SUMMARY 15 This Section includes the following: 18 Metal wall cap flashings and accessories. Metal gutters. Miscellaneous sheet metal accessories. 21 Roofing accessories installed integral with roofing membrane are specified in roofing system sections as 24 roofing work. PERFORMANCE REQUIREMENTS 27 General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing. 30 Where sheet metal flashings are in direct contact with roofing system, provide materials which are approved for use by roofing manufacturer. 33 SUBMITTALS 36 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 39 Dimensioned shop drawings and product data where requested by Architect or required for fabrication of assemblies to match/coordinate with existing work and to confirm metal products and gages. 42 PROJECT CONDITIONS Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. 45 Ensure best possible weather resistance and durability of work and protection of materials and finishes. 48 PART 2 - PRODUCTS 51 SHEET METAL FLASHING AND TRIM MATERIALS Zinc -Coated Steel: Commercial quality with 0.20 percent copper, ASTM A 526 except ASTM A 527 for 54 lock -forming, G90 hot -dip galvanized, mill phosphatized where indicated for painting; 0.0359 -inch thick (20 1108.00 Sheet Metal Flashing and Trim Yakima Trolley Buildings Re -roofing SECTION 09900 - PAINTING 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 09900-1 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY This Section includes surface preparation, painting, and finishing of exposed exterior and interior items 15 and surfaces. Surface preparation, priming, and finish coats specified in this Section are in addition to 18 shop -priming and surface treatment specified under other Sections Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or 21 material is specifically indicated not to be painted or is to remain natural Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available 24 27 30 33 Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels unless noted in drawings. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. As part of a repainting project in 1996, existing paint was tested for lead content; no lead-based paint was found. Since that time the entire school has been repainted. SUBMITTALS 36 General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. 39 Product data for each paint system specified, including sealers and primers. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material proposed for use. 42 List each material and cross-reference the speck coating, finish system, and application. Identify each material by the manufacturer's catalog number and general classification. 45 Samples for Verification Purposes: Provide samples of each color and material to be applied. Submit two (2) samples 6" x 12" on hardboard, gypsum wallboard or rigid cardboard. Resubmit samples as requested by Architect until acceptable color, sheen and texture are achieved. 48 51 QUALITY ASSURANCE Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a 1108.00 Painting Yakima Trolley Buildings Re -roofing 07620 -2 gage) except as otherwise indicated. 3 Finish. Galvanized, except where indicated as "prefinished" Prefinished flashing Assemblies: 24 gauge steel, prefinished with Kynar 500 coating. Color selected from 6 manufacturer's standard colors Stainless -Steel Sheet: ASTM A 167, Type 304, soft annealed, with No. 2D finish, except where harder 9 temper is required for forming or performance, minimum 0.0187 inch (0 5 mm) thick, unless otherwise indicated. 12 Lead Sheet: ASTM B 749, Type L51121, copper -bearing lead sheet, with a minimum thickness of 0 0625 inch (1 6 mm) except not less than 0 0937 inch (2.4 mm) thick for applications where burning (welding) is involved. 15 MISCELLANEOUS MATERIALS AND ACCESSORIES 18 For each type of flashing or sheet metal, supply miscellaneous materials and accessories which are recommended by the manufacturer as compatible with the product and for use in the particular application indicated. 21 FABRICATED UNITS 24 General Metal Fabrication: Shop -fabricate work to greatest extent possible. Comply with details shown and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry 27 practices. Fabricate for waterproof and weather -resistant performance, with expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of the work. Form work to fit substrates. Comply with material manufacturer instructions and recommendations for forming material. Form 30 exposed sheet metal work without excessive oil -canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. 33 New Prefinished Metal Flashing: Fabricate to suit existing conditions ans as shown on drawings. Provide shop fabricated comer assemblies Use continuous concealed cleat fastening at exterior face 36 Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. For metal other than aluminum, tin edges to be seamed, form seams, and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required. 39 Expansion Provisions: Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of comer or intersection. Where lapped or bayonet-type expansion provisions in work 42 cannot be used or would not be sufficiently water/weatherproof, form expansion joints of intermeshing hooked flanges, not Tess than 1 inch deep, filled with mastic sealant (concealed within joints). 45 Sealant Joints: Where movable, nonexpansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards. 48 Separations: Provide for separation of metal from noncompatible metal or corrosive substrates, if any, by coating concealed surfaces at locations of contact, with bituminous coating or other permanent separation as 51 recommended by manufacturer/fabricator. 54 1108.00 Sheet Metal Flashing and Trim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 Yakima Trolley Buildings Re -roofing 07620 -3 PART 3 - EXECUTION EXAMINATION 6 Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. 9 INSTALLATION REQUIREMENTS 12 General: Except as otherwise indicated, comply with manufacturers installation instructions and recommendations and with SMACNA "Architectural Sheet Metal Manual." Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, 15 and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. 18 Underlayment: Where stainless steel or aluminum is to be installed directly on cementitious or wood substrates, install a slip sheet of red rosin paper and a course of polyethylene underlayment. Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance. 21 CLEANING AND PROTECTION 24 Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. 27 Protection: Advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of Substantial Completion. 30 END OF SECTION 07620 1108.00 Sheet Metal Flashing and Trim Yakima Trolley Buildings Re -roofing SECTION 09900 - PAINTING 3 PART 1 - GENERAL 6 RELATED DOCUMENTS 09900-1 9 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 12 SUMMARY This Section includes surface preparation, painting, and finishing of exposed exterior and interior items 15 and surfaces. Surface preparation, priming, and finish coats specified in this Section are in addition to 18 shop -priming and surface treatment specified under other Sections. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or 21 material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available 24 27 30 33 Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels unless noted in drawings. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. As part of a repainting project in 1996, existing paint was tested for lead content; no lead-based paint was found. Since that time the entire school has been repainted. SUBMITTALS 36 General. Submit the following according to Conditions of the Contract and Division 1 Specification Sections 39 Product data for each paint system specified, including sealers and primers Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material proposed for use 42 List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturer's catalog number and general classification. 45 Samples for Verification Purposes: Provide samples of each color and material to be applied. Submit two (2) samples 6" x 12" on hardboard, gypsum wallboard or rigid cardboard. Resubmit samples as requested by Architect until acceptable color, sheen and texture are achieved. 48 51 QUALITY ASSURANCE Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a 1108.00 Painting Yakima Trolley Buildings Re -roofing uevuu-2 construction record of successful in-service performance. 3 Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. 6 DELIVERY, STORAGE, AND HANDLING Deliver materials to the job site in the manufacturers original, unopened packages and containers bearing 9 manufacturers name and label, and the following information: 1 Product name or title of material 12 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4 Contents by volume, for pigment and vehicle constituents. 1Z) Thinning instructions 6. Application instructions. 7 Color name and number. 18 Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean condition, free of 21 foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 24 Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from Handling, mixing, and application. LI JOB '.,ONDI T IONS Apply water-based paints only when the temperature of surfaces to be painted and surrounding air 30 temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C) 33 Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temnnr, 4! .rnq am betv�,icen A5 d F (7 ripn ('\ .nrl Q5 rr'iert F (35 deg r`\ H �.. i. 5 i ..: �., B j Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at 36 temperatures Tess than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and 39 heated within temperature limits specified by the manufacturer during application and drying periods. 42 PART 2 - PRODUCTS 45 MANUFACTURERS Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that 48 may be incorporated in the Work include, but are not limited to, the following: 51 Benjamin Moore and Co (Moore). PPG Industries, Pittsburgh Paints (PPG). The Sherwin-vviiiiams Company (S -vv) 1108.00 Painting Yakima Trolley Buildings Re -roofing 09900-3 PAINT MATERIALS, GENERAL 3 Material Compatibility: Provide primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as 6 demonstrated by the manufacturer based on testing and field experience. Material Quality. Provide the manufacturer's best -quality trade sale paint material of the various coating 9 types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable 12 Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Fumish the manufacturer's material data and 15 certificates of performance for proposed substitutions. Colors: Provide colors of the finished paint systems to match those indicated on the Materials List. 18 PRIMERS 21 Primers: Provide the manufacturer's recommended factory -formulated primers that are compatible with the substrate and finish coats indicated. 24 Available Products: Subject to compliance with requirements, prime coat materials that may be incorporated in the Work include, but are not limited to, the following: 27 Wood Primer: Exterior, alkyd primer EXTERIOR FINISH PAINT MATERIAL 30 Finish Paint Provide the manufacturer's recommended factory -formulated finish -coat materials that are compatible with the substrate and undercoats indicated. 33 PART 3 - EXECUTION 36 EXAMINATION 39 Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfaces receiving paint must be thoroughly dry before paint is applied. 42 Do not begin to apply paint until unsatisfactory conditions have been corrected. 45 Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. 48 Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 51 Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 1108.00 Painting Yakima Trolley Buildings Re -roofing PREPARATION cauu-4 3 Cleaning: Before applying paint or other sur face treatments, clean the substrates of substances that wild impair the bond of the various coatings. Remove oil and grease prior to cleaning. 6 Surface Preparation of existing (weathered) wood trim: Clean surfaces with wire brush to remove flaking wood and dirt Note that it is acceptable for surfaces to be grooved along grain after wire brushing. 9 Materials Preparation: Carefully mix and prepare paint materials according to manufacturer's directions. 17 Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. Stir material before application to produce a mixture of uniform density; stir 15 as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. Use only thinners approved by the paint manufacturer and only within recommended limits. 18 APPLICATION, GENERAL 21 General: Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 24 Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 27 Paint colors, surface treatments, and finishes are indicated in the schedules. Provide finish coats that are compatible with primers used. 30 The number of coats and the film thickness required are the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. 33 Sand between applications vviiere sanding is required to produce a smooth ooth even surface according to the manufacturers directions. 36 Apply additional coats if undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of 39 flat surfaces. The term exposed surfaces includes areas visible when permanent or built-in fixtures, convector covers, 42 covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 45 Scheduling Painting: Apply first coat to surfaces that have been leaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 48 Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where 51 application of another coat of paint does not cause the undercoat to lift or lose adhesion. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according 1108.00 Painting Yakima Trolley Buildings Re -roofing 09900-5 to the manufacturer's directions. 3 Minimum Coating Thickness: Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. 6 Prime Coats: Before applying finish coats, apply a prime coat of material, as specified herein and/or as recommended by the manufacturer, to material that is required to be painted or finished and that has not been prime -coated by others. Recoat primed and sealed surfaces where evidence of suction spots or 9 unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient sealing. 12 Allow prime coat to thoroughly dry (3 to 7 days, depending upon weather conditions) prior to application of subsequent coats. 15 Pigmented (Opaque) Finishes: Completely cover to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable 18 Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, cloudiness, color irregularity, runs, brush marks, orange peel, nail holes, or 21 other surface imperfections. Provide satin finish for final coats. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint 24 work not complying with specified requirements. CLEANING 27 Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 30 PROTECTION 33 Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. 36 Provide 'Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 39 At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 42 FXTFRIOR PAINT SC:HFDI II F General: Provide the following paint systems for the various substrates indicated. 45 New and weathered wood: 48 Flat Alkyd Modified Vinyl Acrylic Latex Finish: 2 finish coats over a primer Primer Exterior alkyd -based pigmented primer, Benjamin Moore Fresh Start Moorwhite 51 Penetrating Alkyd Primer, or approved, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.5 mils. 1108.00 Painting Yakima Trolley buildings Re -roofing MAAA L. vaaw-v First and Second Coats: Flat, fortified acrylic house paint, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.4 3 mils. n_1__ a_ L_ __ IA 1�VIV1 W UG JCIC1.ieU Uy rt114111.CW. 6 9 END OF SECTION 09900 1108.00 Painting PART IV DETAILS AND NOTES Yakima Trolley Buildings Re -roofing STRUCTURAL NOTES 3 Structural Notes -1 CODE REQUIREMENTS: All design and construction shall conform to the requirements of the Uniform 6 Building Code, 1997 Edition. Seismic loads are based on the Federal Emergency Management Agency document FEMA 178. 9 DESIGN LOADS: In addition to the dead loads, the following loads were used for design: Roof 30 psf LL (snow) 12 SEISMIC LOADS 15 Earthquake design is based on the following: Diaphragm Shear. V =1 5 AvCpWd = 0.169 Wd 18 Where: Av = 0.15 Cp = 0.75 (per FEMA 178, Table C7.4.5) 21 Wd = weight of structure tributary to diaphragm WIND LOADS 24 Wind design is based on the following: 27 UBC: Exposure C, 70 mph — P = Ce Cq qs lw Where: Ce = See UBC Table 16-G 30 Cq = See UBC Table 16-H qs = 12.6 psf lw = 1.0 33 SPECIAL CONDITIONS: Contractor shall verify all levels, dimensions, and existing conditions in the field before proceeding. Contractor shall notify the Architect of any discrepancies or field changes prior 36 to installation or fabrication. In case of discrepancies between the existing conditions and the drawings, the Contractor shall obtain direction from the Architect before proceeding. Dimensions noted as plus or minus (±) indicate unverified dimensions and are approximate. Notify Architect immediately of conflicts 39 or excessive variations from indicated dimensions. Noted dimensions take precedence over scaled dimensions—DO NOT SCALE DRAWINGS Dimensions of existing conditions may be based on record drawings and are to be field -verified by the Contractor. 42 Contractor shall verify all existing conditions before commencing any demolition. Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil 45 excavations, as required, and in a manner suitable to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved design strength. 48 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. 51 STEEL REFERENCE SPECIFICATIONS. 54 Structural Steel AISC - Specification for Structural Steel for Buildings - 9th Edition Welding AWS D1.1 57 Welder Certification Washington Association of Building Officials (WABO) 1108.00 Structural Notes 1 1 3 Yakima Trolley Buildings Re -roofing STRUCTURAL NOTES Structural Notes -1 CODE REQUIREMENTS: All design and construction shall conform to the requirements of the Uniform ■ 6 Building Code, 1997 Edition. Seismic loads are based on the Federal Emergency Management Agency document FEMA 178 9 DESIGN LOADS: In addition to the dead loads, the following loads were used for design: Roof 30 psf LL (snow) 12 SEISMIC LOADS 15 Earthquake design is based on the following: Diaphragm Shear. V =1.5 AvCpWd = 0.169 Wd 1 1 1 1 1 1 r 1 1 1 1 1 1 18 Where: Av = 0 15 Cp = 0 75 (per FEMA 178, Table C7.4.5) 21 Wd = weight of structure tributary to diaphragm WIND LOADS 24 Wind design is based on the following: 27 UBC. Exposure C, 70 mph — P = Ce Cq qs lw Where: Ce = See UBC Table 16-G 30 Cq = See UBC Table 16-H qs = 12.6 psf lw = 1.0 33 SPECIAL CONDITIONS Contractor shall verify all levels, dimensions, and existing conditions in the field before proceeding. Contractor shall notify the Architect of any discrepancies or field changes prior 36 to installation or fabrication. In case of discrepancies between the existing conditions and the drawings, the Contractor shall obtain direction from the Architect before proceeding. Dimensions noted as plus or minus (±) indicate unverified dimensions and are approximate. Notify Architect immediately of conflicts 39 or excessive variations from indicated dimensions. Noted dimensions take precedence over scaled dimensions—DO NOT SCALE DRAWINGS Dimensions of existing conditions may be based on record drawings and are to be field -verified by the Contractor. 42 Contractor shall verify all existing conditions before commencing any demolition. Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil 45 excavations, as required, and in a manner suitable to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved design strength. 48 51 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. STEEL REFERENCE SPECIFICATIONS 54 Structural Steel AISC - Specification for Structural Steel for Buildings - 9th Edition Welding AWS D1 1 57 Welder Certification Washington Association of Building Officials (WABO) 1108.00 Structural Notes Yakima Trolley Buildings Re -roofing STEEL MATERIALS Connection material, channels, base plates, and misc. steel Steel Pipe Anchor Bolts Threaded Rods Welding Electrodes ASTM A 36 ASTM A 53, Grade B ASTM A 307 ASTM A 36 70 ksi, Low Hydrogen Structural Notes - 2 STRUCTURAL STEEL. Structural steel and connections exposed to weather shall be hot -dipped galvanized after fabrication in compliance with ASTM A 123. Al field welds on galvanized material shall be coated with brush applied zinc -rich paint complying with ASTM A 780 WELDING. All welding shall be in conformance with AICS and AWS standards and shall be performed by WABO certified welders using 70 ksi electrodes and low hydrogen processes. Welds shown on the drawings are minimum sizes. Increase weld size to AWS minimum sizes based on plate thickness. Minimum weld size shall be 3/16 -inch. The welds shown are for the final connections Field weld symbols are shown where field welds are required by the structural design. The Contractor is responsible for determining if a weld should be a shop- or field -welded in order to facilitate the structural steel erection. EXPANSION BOLTS Expansion bolts shall be ICBG approved and installed per the manufacturer's recommendations. Bolt spacing and embedments shall be as designated on the drawings. Unless otherwise specified, bolts shall be carbon steel and may be installed without special inspection. A current ICBG Report shall be submitted for all expansion bolts used. Bolts installed in concrete shall be wedge - type anchors. SAWN LUMBER. Sawn lumber shall conform to "Grading and Dressing Rules," West Coast Lumber Inspection Bureau (WCLIB), latest edition. Lumber shall be the species and grade noted below Design stresses are based on 1997 NDS Use Grade Fb(psi) (single use) Joists & Planking 2" to 4" thick, 2" and wider Douglas Fir -Larch No 1 & Better 1200 Framing accessories and structural fasteners shall be as manufactured by Simpson Company (or approved equal), and of the size and type shown on the drawings. All other framing nails shall be common nails and shall be of the size and number indicated on the drawings Nailing not shown shall be as indicated on Table 23 -1I -B-1 of the UBC PLYWOOD. Plywood panels shall conform to the requirements of the latest edition of "U S Product Standard PS -1 for Construction and Industrial Plywood." Each panel shall bear the APA grade trademark of the American Plywood Association. Plywood shall be as follows. Roof Sheathing 23/32" 48/24 C -D INT APA with Exterior Glue (CDX) All roof sheathing shall be installed face grain perpendicular to supports or as indicated on the drawings. Roof sheathing shall be as indicated on drawings. Nailing not shown shall be as indicated on Table 23 - II -B-1 of the UBC All nails shall be common. END OF STRUCUTRAL NOTES 1108.00 Structural Notes NEW APP ROOFING SYSTEM OVER TAPERED INSULATION AS REQ'D TO PROVIDE POSITIVE DRAINAGE TO WEST REMOVE EXISTING ROOFING (SLOPES TO EAST) NEW CONT PRESSURE TREATED WOOD NAILER A5 REQ'D NOTE I: (2) EXISTING OR NEW WOOD TRIM. FIELD VERIFY ALL DIMENSIONS AND DETAILS OF CONSTRUCTION HIDDEN FROM VIEW. REPAIR SALVABLE WOOD PIECES AND PREPARE FOR PAINT FINISH. REPLACE ALL WARPED, BADLY CRACKED, OTHERWISE DAMAGED AND MISSSING PIECES WITH NEW WOOD TO MATCH EXISTING. MAKE ALL JOINTS AND MITERS PRECISE AND TIGHT. ALL EXPOSED WOOD TO RECEIVE PAINT FINISH NOTE I NEW 24 GA PREFIN SHEET METAL FLASHING WITH CONT 20 GA CONCEALES CLEAT SHOP FABRICATE ALL CORNERS. KEEP HEIGHT MINIMUM, AS APPROVED. PROVIDE GRAVEL STOP i HEMMED DRIP EDGE AS SHOWN. FACE OF EXISTING PILASTER BEYOND (NO WORK) FACE OF EXISTING STUCCO/ CONCRETE WALL (NO WORK) NOTE 2: REPLACE ALL EXISTING AND MISSING WOOD MOLDING WITH V.G. FIR PROFILE 11425 AS AVAILABLE FROM KING BROS WOODWORKING, 509-453-4683, OR EQUAL. MAKE ALL MITERS PRECISE AND TIGHT. PROVIDE PAINT FINISH SUBSTATION PARAPET DETAIL SCALE 3" = r -o" NEW COMP SHINGLE ROOFING SYSTEM OVER NEW 3/4" PLYWOOD SHEATHING - SEE ROOF PLAN • FIELD VERIFY DETAILS OF CONCEALED CONSTRUCTION (2) NEW CONT 26 GA PREFIN SHEET METAL EDGE FLASHING EXISTING WOOD TRIM - PREPARE AND PROVIDE NEW PAINT FINISH. REPLACE ANY DAMAGED AND MISSING PIECES TO MATCH EXISTING FACE OF EXISTING PILASTER BEYOND (NO WORK) FACE OF EXISTING STUCCO/ CONCRETE WALL (NO WORK) SUBSTATION ROOF EDGE DETAIL SCALE 3" = I' -O" APP MODIFIED BITUMEN ROOFING SYSTEM OVER 1/2" RECOVER BOARD INSUL 24 GA PREFINISHED SHEET METAL FLASHING i\-- EXISTING ROOF DECKING COMP SHINGLE ROOFING SYSTEM SUBSTATION ROOF DETAIL SCALE 3" = I' -O" EXISTING WOOD DECKING SIMPSON A35F e I6" OC SIMPSON A35 fl 16" OC REMOVE EXIST WOOD GUTTER "FLOOR" 1 REPLACE WITH NEW 23/32" CDX PLYWOOD w r- 0 z NOTE I NEW 23/32" PLYWOOD DECKING OVER 2X4 SLEEPERS - SEE ROOF PLAN c EXIST 2X JOISTS REMAI� RETAIN / REATTACH EXISTING CR055 BRIDGING, TYP REMOVE EXIST 2X - REPLACE WITH NEW CONT 2X - TAPER TOP TO MATCH ROOF SLOPE EXIST 2X REMAINS EXIST HT WOOD TRUSSES REMOVE EXISTING 2X - REPLACE WITH NEW 2X10 - NO ATTACHMENT TO BRICK WALL PROTECT EXISTING BRICK WALL - TAKE CARE NOT TO DISTURB EXISTING MASONRY CONSTRUCTION NOTE I: GUTTER HEIGHT AND WIDTH VARIES (TAPERS) FROM END TO END. FIELD VERIFY CONDITIONS AND CUT ALL PIECES TO CONFORM TO EXISTING CONFIGURATIONS. SEE DETAIL 4E5 FOR ADDITIONAL INFORMATION GUTTER RECONSTRUCTION DETAIL SCALE I" = I'-0" NEW CONTINUOUS GUTTER: 60 MIL EPDM ROOFING MEMBRANE ADHERED TO 24 GA GALV SHEET METAL - HEIGHT AND WIDTH VARIES REUSE EXISTING WALL CAP FLASHING WHERE OCCURS - FILL ALL HOLES WITH SEALANT. PROVIDE NEW MATCHING 26 GA GALV CAP FLASHING WHERE REQUIRED - SET FLASHING IN CONT BED OF ROOFING MASTIC OVER CLEANED/PRIMED SURFACE BUILT-UP ROOFING SYSTEM OVER RECOVER BOARD INSUL -� CONT 24 GA GALV FLASHING i -440-.110 1 1 1 1 1 11 1 1 1 1 1 111 1 1 1 1 P.T. WOOD FILLERS AS REQ'D SEE DETAIL 4A FOR ADDITIONAL INFORMATION GUTTER FLASHING /ROOFING SCALE 3" = r -o" SIMPSON A35F e 16" OC NEW ROOFING SYSTEM CONT PANEL EDGE NAILING - TYPICAL 23/32" PLYWOOD DECKING OVER 2X4 FLAT SLEEPERS 44014.0.•••••••••••" VP4 ROOF SHEATHING DETAIL SCALE 3" = v -o" OUTSIDE FACE OF POSSIBLE FUTURE CLERESTORY WALL CENTER PLYWOOD JOINT ON 2X4 SLEEPER CONT PANEL EDGE NAILING TYPICAL 23/32" PLYWOOD SHEATHING NEW ROOFING SYSTEM EXISTING CONSTRUCTION ROOF SHEATHING DETAIL SCALE 3" = I' -O" EXISTING SHEET METAL CAP FLASHING SECURE AND REINSTALL AS APPLICABLE PROVIDE NEW MATCHING SECTIONS AND ACCESSORIES AS REQUIRED CONT P T. IX4 5B5 MODIFIED BITUMEN MEMBRANE MECHANICALLY FASTEN TO WALL BUILT-UP ROOFING SYSTEM PROVIDE NEW WOOD PIECES TO REPLACE MISSING AND BADLY DAMAGED PEICES 5B5 MODIFIED BITUMEN MEMBRANE FULLY ADHERED RECONSTRUCT WATERWAY SIMILAR TO GUTTER - DETAIL 4A - FIELD VERIFY EXACT CONDITIONS NOTE: WATERWAY HEIGHT AND WIDTH AND HEIGHT OF WALL VARIES - FIELD VERIFY ALL CONDITIONS. Z -- ROOF 8 NORTH PARAPET SCALE I" = I'-0" EXISTING WOOD FRAMED, WOOD CLAD WALL - (NO WORK EXCEPT AS NOTED) - PREFINISHED METAL FLASHING WITH CONT CONCEALED CLEAT SAME AS DETAIL 9 BUILT-UP ROOF SYSTEM OVER 23/32" PLYWOOD DECKING OVER 2X4 SLEEPERS - SEE ROOF PLAN EXISTING WOOD TRIM (NO WORK) EXISTING JOISTS AND DECK EXISTING WOOD FRAMED WOOD CLAD WALL ROOF EDGE DETAIL SCALE I" = I' -O" BUILT-UP ROOFING SYSTEM OVER RECOVER BOARD OVER 15/32" PLYWOOD SHEATHING OVER EXISTING WOOD DECK 24 GA GRAY COLORED PREFINISHED FLASHING WITH 20 GA GALV CONT CONCEALED CLEAT EXISTING WOOD OUTLOOKERS1 AND FASCIA BOARD (NO WORK) FACE OF EXISTING MASONRY WALL ROOF EDGE DETAIL SCALE 3" = I'-0" EXISTING MASONRY WALL 1.4 TOP PORTION OF EXISTING METAL FLASHING TO REMAIN APPROPRIATE FASTENERS -. 96"OC NEATLY CUT EXISTING METAL FLASHING NEW 24 GA GALV FLASHING WITH DRIP EDGE AS SHOWN 5B5 MODIFIED BITUMEN MEMBRANE FLASHING - INSTALL IN MODIFIED MASTIC BUILT-UP ROOFING SYSTEM OVER RECOVER BOARD OVER 15/32" PLYWOOD SHEATHING OVER EXISTING WOOD DECK ROOF a MASONRY WALL SCALE 3" = I' -O" MIN 3/8", MAX 5/8" WIDE JOINT WITH URETHANE SEALANT AND FOAM BACKER ROD, TYP 24 GA GALV SHEET METAL FLASHING WITH 4" LEG ON ROOF - BREAK TOP AS SHOWN - RETURN AS APPROVED a GRID LINE 'E' REMOVE EXISTING CANT 5B5 MEMBRANE FLASHING NEW ROOF SYSTEM OVER NEW PLYWOOD SHEATHING / EXISTING WOOD JOISTS AND ROOF DECK EXISTING STONE MASONRY WALL EXISTING CONC CAP TO REMAIN HEIGHT VARIES z DISTURB EXISTING WALL AS LITTLE AS POSSIBLE NORTH t SOUTH SHED ROOF PARAPET SCALE I" = I'-0" EXISTING BRICK MASONRY 5111 6"c1) STD STEEL PIPE BRACE e GRIDS 1.5 AND 10.5 (7.5 KIP WORKING LOAD) 5"(I) STD STEEL PIPE BRACE fl 15'-0" OC — GRIDS 2 THRU 10 (11 KIPS WORKING LOAD) EXISTING STONE MASONRY WALL MAINTAIN IO'—O" CLEAR 30"X30"X60" CONCRETE BLOCK EXISTING CHAIN LINK FENCE 6" CONCRETE PAD MIN 3'-6" X 6'-0" WITH ROUGHENED SURFACE =1111- ---*1-10111 FEST FALL BRACE DETAIL SCALE 1/4" = 1'-0" III=1111- 11II SPLICE IN MCI2 TYPICAL a GRIDS 3 THRU 9 NO SPLICE IN MCI2 — TYP GRIDS 2 $ 10 0" '-0" 5'-0" 4'— 1'-9't 4'— "/2i' -O +03+ t +I THRU BOLT TYP • 5"OPIPE BRACE TYPICAL MCI2X35 MCI2X35 THRU BOLT LOCATION TYPICAL EXISTING BRICK 6"ct) PIPE BRACE EXISTING STONE , SHOP BUILDING PARTIAL WEST ELEVATION BRACE LAYOUT - PARTIAL ELEV SCALE 1/8" = I'-0" / 10" MIN 34" MAX / 8" / 8" 2 // 3/I6 3/I6 PLAN VIED PLATE 1/2X12X1'-8" PLATE 1/2 X 6 X 0'-8" 6" SLOT PIPE END 3" MIN 3" MIN 3/16 3/16 II JJ, z(6------ (6) 3/4"c1) EXPANSION ANCHORS — EMBED MINIMUM 5" BRACE BASE DETAIL SCALE I" = I'—O" EXIST BRICK WALL EXIST CRANE RAIL \ / \ MC12X35 1/4 6" SLOT PIPE END PLATE 1/2 X 8 X0'-10" WELD PIPE TO 1/2" PLATE SAME AS DETAIL 14 3/4" SPLICE PLATE - OMIT WHERE NO SPLICE - SEE DET 13 - WELD 1/2" PLATE TO MC12 R3/8X1X0'-4" WASHER EA SIDE 3/1"0 ASTM A301 THRU-BOLT MC12X35 STEEL PIPE SEE DET 12 SPLICE PLATE 3/1X8X0'-8" 1/2" PLATE 1/4 BOLTS THRU WALL SPLICE BRACE CONNECTION 5 WALL SCALE I" = I'-0" W/ 3" RTN INI=E1111111111111111111111MIMININ11111111111111111M1 • 8 SPACES IS' Crtsn'','12O•crt is -rt PRIOR TO AN WORK ON SHO P BUILDING RE ROOFING, PROVIDE ,BRACING YSTEM a UJEST WALL - SEE DETA 41121, r/ z "roil -Ar - Ls 12 THRU 15 11111111111111111111111111111111111111111011111111111MIN 1•111111 2:1.412,0.4„ :402‘•,40A,... AIL. A:7i:: ÷ * -4,4-4. - -• • A 1. 4 0. it* -11,404,4K4F4. 04‘1: A. Al 44 Watt 144, t4 et • ilk • • -4f• 44* "4 $414 i '44 gV•W * #4 " '4V+ V4 74 4 A.X .4 AeAs..414. .44.AteAgstarik.ANnhattaiosta Atg4 61 ••••SWAIWAli 1AMAA•1•110 sib .44.4 lAP•Ak. 401 Sul -1 4D MMraISI APP AMMOMPA CHO rAIROMY 1,1 1 1 1 1 I 1 I 1 I 1 I 1 1 1 1 1 1 1 1 41 ZZ/ r///z / / / / VA /,07 4/ de zr dr /jk" /OM.— AFir A if P ,,,FM• AM OMR& MAIN Pri fAMPliff 01 ,070,00.0 M V a cwofflmw xefflizo s om, .'„,55-555,,,f5.-ft.f.15.4ff vit2t,-12=rter.i::,15-*-;-rineszrzer..re-',Px4seft.t.lstenti •,;±: "smssim.r..*4:, • l'ePtel+4-,-.4..re-vcr 1 I - I 11 11 fl r rr7 r n F. 51 'I 51 51 51 I • 5 rl r , - r • ‘1.11.1111Mill.1111MMIIIMISIMMUMMilligiq Ad, col 94 Aummummumummimmommi 41.1111111..11.1.1M111.1.1001MIIINIk 5, 1 It .1 It .1 JL J L. L J L. d L J 1. J ,/ 11 11 11 i 11 1 1 ninumal=.1inNIE11=01. EXIST CRICKET PARAPET WALL TOP 8 - t qtr .1i1j1 ,..30111 SUBSTATION ROOF PLAN SCALE: 1/8 = ttif 4 •••;, st*,-5.4",5rJ4 5 —„j •." 01- • 1 " . • • OIL BLDG ROOF PLAN CALE: 1/8 = ' • _ SHOP BUILDING ROOF PLAN SCALE: 1/8 = FASTENING SCHEDULE GENERAL NOTES: A. Details are located in the Project Manul. B. Scope of all re -roofing work includes complete tear -off, removal •and disposal of existing roofing system related mterials. Some existing roofing materials are suspected to contain asbestos: see specifictions. See keyed notes and details for additional specific requirements. Replace all damaged or missing roof substrate materials with approved new equivalent materials prior to covering with new construction. KEYED NOTES SUBSTATION BUILDING Remove dmaged/rotted wood board decking with new 23/32" ,CDX plywood sheathing. Cut, remove and replace to nearest suport. Bid shall include replacement of areas shown shaded: 21-8" wide at north and south edges. and l'1" wide at west edge. Actual extent or decking to be replaced will be determined upon removal of roofing. Adjustments, if necessary will be made per contract change provisions. 2. Provide new APP modified bitumen roofing system over recover board insulation at upper low slope roof. at existing cricket/valley areas, and at parapet wall vertical and top suraces. Provide new asphalt composition shingle roofing over ice I water guard membrane. KEYED NOTES - SHOP BUILDING 11. Remove all existing built-in gutter roofing. flashing, substrate materials and structural elements, and reconstruct as indicated in details. 12. Remove and replace existing roof drains and overflow scupper assemblies. Scuppers shall match existing configuration/appearance and comply with current SMACNA approved details. Provide commercial grade roof drain with basket/strainer. Clean and refurbish existing building interior roof drain piping system from neui drains to -termmntion at. ground mn northwest corner 3 TYPiear,layotitorlex!siti•ig roof framing Members shown in this area. Field Verify exact Conditions, including sizes and locations of ,Members throughout the building, typical. 2X4 FLAT SLEEPERS: CONTINUOUS SLEEPERS: Fasten perpendicular to existing roof joists with (a) nil x 4" screws 9 24" OC max. Pre -drill screw holes prior to fastening, INTERMEDIATE SLEEPERS: Locate directly over existing joists. Fasten to existing joists with (2) 414 x 4" screws 12" OC. Predrill screw holes prior to fastening. SHOP BUILDING UPPER ROOF AREA (23/32" sheathing) Diaphragm Nailing: 8d nails with I 1/2" penetration Boundary* Cont. panel edge, Other edge Field 4" OC 4" OC OC 12" OC A 0 1=16P-r'BUILDI " ---tOttta -'RO'OF—A (1/3" sheathing) Otaphragm nailing:841 nails with I I/2"penetration. •Boundary* 1" OC Cont. panel edge 4" OC Other edge 4" OC Field 12" OC *Boundary occurs at each roof area perimeter, at change in roof angle/slope, and at perimeter of "possible clerestory reconstruction' area. (see Note 1.) • 11" • 4Z," r 11. Typical location of heaity timber wood truss and similar support members. Field, verify exact conditions. including sizes and locations of members. 15. Typical layout of new 2x1 flat sleepers to be provided over existing wood decking -shown this area. Provide sleepers ,at maximum 1-0' each way over entire area from Grids '1' to 'II' and 'A' to ID' Note locations/orientation of: continuous and "filler" sleeper units. Locate "filler" units directly over existing joists unless shown otherwise. ,typical. Fasten all sleepers to existing roof joists per the Fastening Schedule. Provide an addition& continuous flat 2x1 sleeper centered over the north edge of each existing heavy timber roof truss, typical at Grid lines '2' through '10'. Typical layout of new 23/32" plywood sheathing to be applied over new 2x1 sleepers shown this area. All edges to occur/center on sleepers. See Fastening Schedule for attachment. Typical layout of new 1/32" plywood sheathing to be applied over existing wood roof decking. All end joints to occur centered on existing joists: cut sheets as necessary. See Fastening Schedule for attachment. Area of "possible (historic) clerestory reconstruction" shown cross -hatched for reference. Prior to re -roofing, install new tapered insulation system from Grids '8' to 'C', full length or "possible clerestory reconstruction" area to form a continuous ridge centered between Grid 'B' and 'C'. I. Provide new built-up roofing system over recover mnsn board over , or entireShop BiiiTing. ee dfairs—Tor edge conditions, flashing detacils, etc. See specifications for additional information arid requirements. '22. Project. includes entire wall bracing system on west side of Shop Building 1 see Detail 12. KEYE'D NOTE - 011_ BUILDING 21. Remove existing roofin. Repair/replace any damaged/rotted decking. Nail down net 15/32" plywood sheathing. ProVide new built-up roofing system over recover board insulation. 11 • 1( r "P. ,T•J • • • ;'• 14,' 11,411, • • • 1••• • • • .1 I' I CITY OF YAKIMA TROLLEY BUILDINGS RE—ROOING ARCH ITE CT 509W Chestnut Yakima,WA 98902 hone 509.453.3693 ax 9. REGISTERED ARCHITECT g23 G. ERLEWINE STATE OF WASHINGTON ROOF PLAN5 Sheet Title OCT 8, 2001 Dates 1108.00 Project No. 1 Sheet No. copyright 2001 Wordel Architect. P.S. Uncuthorized use prohbited BID SUMMARY CITY PROJECT NO. 1793 ENGINEERS ESTIMATE HUYLAR CONSTRUCTION TOPPENISH, WA. GLACIER CONSTRUCTION YAKIMA, WA. MSI CONSTRUCTION YAKIMA, WA. STEPHENS AND SON YAKIMA, WA. ITEM Bid Security NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 BASIC BID 1 LS $161,000 $161,000 $121,000 $121,000 $149,600.00 $149,600.00 $167,000.00 $167,000.00 $175,280.00 $175,280.00 TOTAL BID Prnipct1793= tfr.vW P•MOSOMMi15401iNiMA "' $121,000 $149,600.00 $167,000.00 • $175,280.00 - ;r-:=;t - :2-_;i .--,- .� - . - ' .:.s_ _ = ,• - .... :- .. 2.i:- 4Z .-z-_ -__. -:. , ''", CITY ENGINEERS REPORT __-___..,„„\ COMPETITIVE BIDS WERE OPENED ON DEC. 13, 2001–; = Y� ��``��i CITY OF YAKIMA ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE.+4 YAKIMA TROLLEY BUILDINGS RE-ROOING !RECOMMEND THE CONTRACT BE AWARDED TO. ' I 4 AWARD MADE BY CITY MANAGER Huylar Construction /2-/51-Zcrp7 Z:f_/411 ++4, * ++� zI�. — 4a� y . PROJECT NO 1793 DATE" December 13 2001 �� `� FILE. YVT Re Roof Bid Suml ub DATE CITY ENGINEER �`L�\"oa Saco -- DATE CITY MANAGER SHEET 1 of 1 ITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT c1 310 Item No. For Meeting Of 12/3/02 Final Contract Payment for Yakima Trolley Buildings Re -Roofing unity & Economic Development — Engineering Division CONTACT PERSON/TELEPHONE: SUMMARY EXPLANATION: K. W. Adams, P.E., City Engineer 575-6096 This project consisted of the demolition and removal of the existing roof and in some cases underlayment. and new asphalt shingle, modified bitumen and built-up roofing systems for the Trolley Barn and the Substation Building located at 306 West Pine Street. This work included flashing and sheet metal work in connection with the roofing systems, rough and finish carpentry, painting. and installation of shoring system. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final estimate. Retainage bond will be held 30 days after Council approval. • Contractor: Contract Award: Contract Cost: Amt. This Payment: Huylar Construction Co., Inc. 12/14/01 $129,377.60 -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify) Final Estimate Contract Mail to (name and address): Phone: Funding Source Trolle APPROVED FOR SUBMITTAL: STAFF RECOMMENDATION: Fund Ci nager Accept the project and approve the attached final estimate. BOARD/COMMISSION RECOMMENDATION: •OUNCIL ACTION: Standard Motion V -B was adopted. APPLICATI ND CERTIFICATE FOR PAYMENT• • TO OWNER. City of Yakima FROM CONTRACTOR. Huylar Construction Co , Inc. CONTRACT FOR. Remodel PROJECT Trolley Barn Remodel VIA ARCHITECT Wardell APPLICATION NO 6 To: Retention PROJECTS NOS CONTRACT DATE 12/18/01 Distribatio n to. OWNER. ARCHITECT CONtRACTOR CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation sheet is attached. 1. ORIGINAL CONTRACT SUM.. 2. Net change by Change Orders. 3. CONTRACT SUM TO DATE (Line 1 +/- 2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on attached sheet) 5. RETAINAGE: a. 5% of Completed Work. $5,995 26 (Columns D + E on attached sheet) b. % of Stored Material. (Column F on attached sheet) Total Retainage (Line 5a + 5b or Total in Column I of attached sheet). 6. TOTAL EARNED LESS RETAINAGE (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate). 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6). $0 00 $121,000 00 $8,377 60 $129,377 60 $129,377.60 $5,995.26 $123,38234 $123,382.34 $5,995.26 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $0 $2,217 00 13 Total approved this month $6,160 47 TOTALS NET CHANGES by Change Order $8,377.60 The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payment received from the Owner, and that current payment shown herein is now due. CONTRACTOR. State of: County of: Date: t // /7":' & Subscribed and sworn to before � o/t�.t/r'Ivl _� me this day of . 151 cDC -- Notary Public: My Commissi • r xpi ARCHITECT'S C RTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief, the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED l / AMOUNT CERTIFIED $ , (74-7 , (Attach explanation if amount certified differs from the amount applied for Initial all figures on thrs Application and on thf Continuation Sheet that are changed to conform to the amount certified) ARCHITECT By. Date: 11 L 7 • o z_ This Certificate isot negotiable. The AIJI(bUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. ♦. Valdralleybarmpl7 ,s HUYLARICONSTRUCTION COMPANY, INC j 1l I Application No. 6 IFor Period From 4/30/02 To 07/31/02 f Prooact: Yakima Trolley Barn Application Date 7/26/02IIl Retention 1 1 PROJECT PAYMENT INFORMATION PAYMENT SCHEDULED PREVIOUS CURRENT TOTAL BALANCE ITEM VALUE APPLICATIONS APPLICATIONS TO DATE TO FINISH SUB -TOTAL $112,140.87 $112,140.87 $0.00 $112,140.87 $000 CHANGES Change Order # 1 $219 67 $219 67 $0.00 $219.67 $0 00 Change Order # 2 $1,835.13 $1,835 13 $000 $1,835.13 $0.00 Change Order # 3 $5,709 43 $5,709 43 $0.00 $5,709 43 $0 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $000 $000 $000 $0.00 $000 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 00 $0.00 $0.00 $0.00 $0 00 $0.00 $0.00 $0 00 $0.00 $0.00 $000 il $0 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 00 $0.00 $0.00 $0.00 $0.00 SUB -TOTAL $119,90510 $119,90510 $0.00 $119,90510 $0.00 SALES TAX 7 9% $9,472.50 $9,472.50 $0.00 $9,472.50 $0.00 TOTAL CONTRACT $129,377 60 $129,377 60 $0.00 $129,377 60 $0.00 RETAINAGE 5% $5,995.26 $0 00 $5,995.26 $5,995.26 TOTAL LESS RETAINAGE $123,382.34 $0.00 $123,382.34 PREVIOUS PAYMENTS $123,382.34 AMOUNT DUE THIS EST $0 00 UNPAID BALANCE $5,995.26 • MEET I 1 IPge 1 of 1 Pages VP APP_ AND CERTIFICATE FOR PAYMENT containing Contractors APPLICATION NC' _ - - 6 singed Certr(cation is attached APPLICATION DATE 26-Ju1-02 In tabulations below, amounts are stated to the nearest dollar PERIOD TO RetentlOn , Use Column I on Contracts where ramble retainage for line items may appear ARCHITECT' S PROJECT x Yakima TroNey Bam A B C D E F G H_ 1 ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGE NO VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G I C) TO FINISH APPLICATION STORED AND STORED (C - G) (D+E) NOT IN TO DATE _ D OR E (D+E+F) 1 General Conditions $6,585.87 $6,585.87 $0.00 $0.00 $6,585.87 100% $0.00 $329.29 2 Temporary Facilities $3,850.00 $3,850.00 $0 00 $0.00 $3,850.00 100% $0.00 $192.50 3 Selective Demolition $4,245.00 $4,245.00 $0.00 $0.00 $4,245.00 100% $0.00 $212.25 4 Misc Metals $13,910.00 $13,910.00 $0 00 $0.00 $13,910.00 100% $0 00 $695.50 5 Rough Carpentry $28,680.00 $28,680.00 $0.00 $0.00 $28,680.00 100% $0.00 $1,434 00 6 7 Roofing $53,700.00 $53,700.00 $0.00 $0.00 $53,700.00 100% $0.00 $2,685.00 Painting $620.00 $620.00 $0.00 $0.00 $620.00 100% $0.00 $31.00- 8 Plumbing $550.00 $550.00 $0.00 $0.00 $550.00 100% $0.00 $27.50 $112,140.87 $112,140.87 $0.00 $0.00 $112,140.87 100% $0.00 $5,607 04 Yaktrol m7.tds