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R-2001-029 KDF Architecture Services Agreement (re: Kissel Park Development)
RESOLUTION NO. R-2001- 29 A RESOLUTION authorizing and directing the City Manager of the City of Yakima to execute an architectual services agreement with KDF Architecture for development of Kissel Park. WHEREAS, the City desires to develop Kissel Park located at 32nd Avenue and Mead Avenue, Yakima, Washington; and WHEREAS, the City requires professional architectural services in order to develop Kissel Park; and WHEREAS, the City does not have the staffing levels or specialized expertise necessary to provide said architectural services; and WHEREAS, KDF Achitecture has the experience and expertise necessary to provide said architectural services and is willing to provide such services in accordance with the terms and conditions of the attached agreement; and WHEREAS, the City Council deems it to be in the best interest of the City of Yakima to enter into an agreement with KDF Achitecture for professional architectural services in accordance with the terms and conditions of the attached agreement, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager of the City of Yakima is hereby authorized and directed to execute the attached and incorporated agreement with KDF Achitecture for professional architectural services necessary to develop Kissel Park. ADOPTED BY THE CITY COUNCIL this 20th day of February, 2001. ATTEST: City Clerk (Ik)res/architect kissel park feb 01.pm Azz Z�-( Mlace, Mayor Standard Form of Agreement Between Owner and Architect with Standard Form of Architect's Services AIA Document B141 -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 Copyright 1917, 1926, 1948, 1951, 1953, 1958, 1961, 1963, 1966, 1967, 1970, 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. TABLE OF ARTICLES 1 1 INITIAL INFORMATION 1.2 RESPONSIBILITIES OF THE PARTIES 1 3 TERMS AND CONDITIONS 1.4 SCOPE OF SERVICES AND OTHER SPECIAL TERMS AND CONDITIONS 1.5 COMPENSATION AGREEMENT made as of the 9th day of January in the year2001 (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 98902 and the Architect: (Name, address and other information) KDF ARCHITECTURE Project No. 200012 1310 NORTH 16th AVENUE YAKIMA, WA 98902 For the following Project: (Include detailed description of Project) Development of Kissel Park a 17.5 acre site located at 32nd Avenue and Mead Yakima, Washington. See Exhibit "B" for project pro gram. The Owner and Architect agree as follows. ARTICLE 1.1 INITIAL INFORMATION AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #1 1.1.1 This Agreement is based on the following information and assumptions. (Note the disposition for the following items by inserting the requested information or a statement such as "not applicable," "unknown at tirne of execution" or "to be determined later by mutual agreement.") Pre -design plan as indicated in Attachment "C". 1.1.2 PROJECT PARAMETERS 1.1.2.1 The objective or use is: (Identify or describe, if appropriate, proposed use or goals) ACtyPark. 1.1.2.2 The physical parameters are: (Identify or describe, if appropriate, size, location, dimensions, or other pertinent information, such as geotechnical reports about the site.) A 17.5 acre site located at 32nd Avenue and Mead, Yakima Washington. 1.1.2.3 The Owner's Program is: (Identify documentation or state the manner in which the program will be developed.) See Attachment "B" of project program. 1.1.2.4 The legal parameters are: (Identify pertinent legal information, including, if appropriate, land surveys and legal descriptions and restrictions of the site.) 1.1.2.5 The financial parameters are as follows. .1 Amount of the Owner's overall budget for the Project, including the Architect's compensation, is: $900,000 .2 Amount of the Owner's budget for the Cost of the Work, excluding the Architect's compensation, is•$725,000 1.1.2.6 The time parameters are: (Identify, if appropriate, milestone dates, durations or fast track scheduling.) Estimated to begin site design March 1, 2001. Estimated to begin construction August 1, 2001. 1.1.2.7 The proposed procurement or delivery method for the Project is: (Identify method such as competitive bid, negotiated contract, or construction management.) Public Bid. 1.1.2.8 Other parameters are: (Identify special characteristics or needs of the Project such as energy, environmental or historic preservation requirements) N/A 1.1.3 PROJECT TEAM 1.1.3.1 The Owner's Designated Representative is. (List name, address and other information) Denise Nichols 2301 Fniitvale Boulevard Yakima, WA 98902 1.1.3.2 The persons or entities, in addition to the Owner's Designated Representative, who are required to review the Architect's submittals to the Owner are: (List name, address and other information.) N/A 1.1.3.3 The Owner's other consultants and contractors are: (List discipline and, if known, identify them by name and address.) Environmental Engineer, Floyd and Snider, Contact: Tom Colligan. 1.1.3.4 The Architect's Designated Representative is: (List name, address and other information) Rod Knipper, Partner Brian J. Andringa, Project Manager 1.1.3.5 The consultants retained at the Architect's expense are: (List discipline and, if known, identify them by name and address.) Structural: Kramer Gehlen Associates, Inc. Mechanical & Electrical: MW Consulting Engineers Cost Estimator: The Robinson Company Civil En. ineer: PLSA AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329. which expires on 4/7/2001 -- Pace #2 Landscape Architect: The Berger Partnership 1.1.4 Other important initial mforuration is: 1.1.5 When the services under this Agreement include contract administration services, the General Conditions of the Contract for Construction shall be the edition of AIA Document A201 current as of the date of this Agreement, or as follow,: and the Supplementary Conditions to AIA Document A201. 1.1.6 The information contained in this Article 1.1 may be reasonably relied upon by the Owner and Architect in determmmg the Architect's compensation. Both parties, however, recognize that such information may change and, in that event, the Owner and the Architect shall negotiate appropriate adjustments to schedule, compensation and Change in Services m accordance with Paragraph 1.3.3. ARTICLE 1.2 RESPONSIBILITIES OF THE PARTIES 1.2.1 The Owner and the Architect shall cooperate with one another to fulfill their respective obligations under this Agreement. Both parties shall endeavor to maintain good working relationships among all members of the Project team. 1.2.2 OWNER 1.2.2.1 Unless otherwise provided under this Agreement, the Owner shall provide full information in a timely manner regarding requirements for and limitations on the Project. 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. 1.2.2.2 The Owner shall periodically update the budget for the Project, including that portion allocated for the Cost of the Work. The Owner shall not significantly increase or decrease the overall budget, the portion of the budget allocated for the Cost of the Work, or contingencies included in the overall budget or a portion of the budget, without the agreement of the Architect to a corresponding change m the Project scope and quality. 1.2.2.3 The Owner's Designated Representative identified in Paragraph 1.1.3 shall be authorized to act on the Owner's behalf with respect to the Project. The Owner or the Owner's 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. 1.2.2.4 The Owner shall furnish the services of consultants other than those designated in Paragraph 1.1.3 or authonze the Architect to furnish them as a Change in Services when such services are requested by the Architect and are reasonably required by the scope of the Project. 1.2.2.5 Unless otherwise provided in this Agreement, the Owner shall furnish tests, inspections and reports required by law or the Contract Documents, such as structural, mechanical, and chemical tests, tests for air and water pollution, and tests for hazardous materials. 1.2.2.6 The Owner shall furnish all legal, insurance and accounting services, including auditing services, that may be reasonably necessary at any time for the Project to meet the Owner's needs and interests. 1.2.2.7 The Owner Parties shall provide one another prompt written notice to the Architect if the Owner they becomes- aware of any fault or defect in the Project, including any errors, omissions or inconsistencies in the Architect's Instruments of Service. 1.2.3 ARCHITECT 1.2.3.1 The services performed by the Architect, Architect's employees and Architect's consultants shall be as enumerated in Article 1.4. 1.2.3.2 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 initially shall be consistent with the time periods established m Subparagraph 1.1.2.6 and which shall be adjusted, if necessary, as the Project proceeds. This schedule shall include allowances for periods of time required for the Owner's review, for the performance of the Owner's consultants, and for approval of submissions by authorities having AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001 AIA License Number 108329, which expires on 4/7/2001 -- Page #3 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. The Architect acknowledges that time is of the essence in the performance of Architect's Services under this Agreement. The Architect acknowledges the importance of the Owner's project schedule and agrees to put forth reasonable efforts in performing the services required under this agreement in a manner consistent with that schedule To the extent the Architect is delayed in performing its services as a result of causes beyond the Architect's control, the protect schedule shall be adjusted. 1.2.3.3 The Architect's Designated Representative identified m Paragraph 1.1.3 shall be authorized to act on the Architect's behalf with respect to the Project. 1.2.3.4 The Architect shall maintain the confidentiality of information specifically designated as confidential by the Owner, unless withholding such information would violate the law, create the risk of significant harm to the public or prevent the Architect from establishing a claim or defense in an adjudicatory proceeding. The Architect shall require of the Architect's consultants similar agreements to maintain the confidentiality of information specifically designated as confidential by the Owner. 1.2.3.5 Except with the Owner's knowledge and consent, the Architect shall not engage in any activity, or accept any employment, interest or contribution that would reasonably appear to compromise the Architect's professional judgment with respect to this Project. 1.2.3.6 The Architect -shall review laws, codes, and regulations applicable 4e -the Architect's services. -The Architect shall responder -the design of tho Project -s requirements imposed by governmental authorities having jurisdiction over the Project._ The Architect shall design the project to comply with applicable laws regulations. ordinances, codes and safety standards, rn effect as of the time the Construction Document Phase commences including, without limitation. the Americans With Disabihties Act of 1990 and the Washington State Barrier Free Facilities Regulations, and the Fair Housing Act of 1988 (each an "Accessibility Act") as such pertain to building and architectural issues, but Architect shall not be responsible for insuring that any party to this Agreement complies with other aspects of Accessibility Acts (such as provisions relatmg to employment matters). Throughout the Project. the Architect shall assist the Owner m identifying the codes, submittals, approvals, and procedures necessary for permitting and construction of the Project. 1.2.3.7 The Architect shall be entitled to rely on the accuracy and completeness of services and infoiruation furnished by the Owner The Architect shall provide prompt written notice to the Owner if the Architect becomes aware of any errors, omissions or mconsistencies m such services or information. ARTICLE 1.3 TERMS AND CONDITIONS 1.3.1 COST OF THE WORK 1.3.1.1 The Cost of the Work 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. 1.3.1.2 The Cost of the Work 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. 1.3.1.3 The Cost of the Work 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. 1.3.2 INSTRUMENTS OF SERVICE 1.3.2.1 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. 1.3.2.2 Upon execution of this Agreement, the Architect grants to the Owner a nonexclusive license to reproduce the Architect's AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #4 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 Owner shall 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. 1.3.2.3 Except for the licenses granted in Subparagraph 1.3.2.2, 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 Subparagraph 1.3.2.2. 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 m 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. 1.3.2.4 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. 1.3.3 CHANGE IN SERVICES 1.3.3.1 Change in Services of the Architect, including services required of the Architect's consultants, may be accomplished after execution of this Agreement, without mvalidating the Agreement, if mutually agreed in wnting, if required by circumstances beyond the Architect's control, or if the Architect's services are affected as described m Subparagraph 1.3.3.2. In the absence of mutual agreement in writing, the Architect shall notify the Owner prior to providing such services. If the Owner deems that all or a part of such Change in Services is not required, the Owner shall give prompt written notice to the Architect, and the Architect shall have no obligation to provide those services. Except for a change due to the fault of the Architect, Change in Services of the Architect shall entitle the Architect to an adjustment m compensation pursuant to Paragraph 1.5.2, and to any Reimbursable Expenses described in Subparagraph 1.3.9.2 and Paragraph 1.5.5. 1.3.3.2 If any of the following circumstances affect the Architect's services for the Project, the Architect shall be entitled to an appropriate adjustment in the Architect's schedule and compensation. .1 change in the instructions or approvals given by the Owner that necessitate revisions in Instruments of Service; .2 enactment or revision of codes, laws or regulations or official interpretations which necessitate changes to previously prepared Instruments of Service; .3 decisions of the Owner not rendered m a timely manner; .4 significant change in the Project including, but not limited to, size, quality, complexity, the Owner's schedule or budget, or procurement method; .5 failure of performance on the part of the Owner or the Owner's consultants or contractors, .6 preparation for and attendance at a public hearing, a dispute resolution proceeding or a legal proceedmg except where the Architect is party thereto; .7 change in the info nation contained in Article 1.1. AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #5 t3.4 MEDIATION 1.3.4.1 Any claim, dispute -or other matter -m question arismg out of-ef rclated-te this Agreement shall be subject to mediation as a condition precedent to arbitration -or the institution of legal or equ-rt .. • .: - or is the subject of -alien arising out-ef-the Architect's services, -the Architects proceed in accordance with applicable law to comply with thc lien notice or filing deadlines prior to resolution of the matter by mediation or by arbitration. 1.3.4.2 The Om nor and Archrtect-shall endeavor -to resolve claim;, disputes and other matters -in question between -thea by mediation which, unless the parties mutually agree otherwise, shall be -in accordance the Construction Industry Mediation Rulcs-ef-the American Arbitration Association currently -in effect. Request for mediation -shall be filed in -waiting with thc other a demand for arbitration -b t, -n-& eh event, mediation shall proceed -in advance of arbitration or legal -or equitable proceedings, which -shall -be stayed pending mediation for -a period -of -60 -days from the -date of -filing; unless stayed-fer-e longcr_peried by agreement of the parties or court order. 1.3.4.3 .. ... . . Project --is located, unless another location -is mutually agreed upon. Agreements r ached -m mediation shall -be -enforceable settlement agreements in any court having jurisdiction thereof. 1.3.5 ARBITRATION 1.3.5.1 Any claim, 1.3.5.2 Claims, disputes and other matters -in question between the parties -that are -net resolved by mediation -shall -be decided by arbitration which, unless -the parties mutually -agree otherwise, shall -be -in accordance -with -the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect. 1.3.5.3 A demand for arbitration shall be made within -a . • • ' - - arisen. -In no event -shall thc demand for arbitration -be made -after the -date when institution of -legal -or equitable proceedings based on such claim, disputc or other matter in question would be barred by the applicable statute of limitations. 1.3.5.4 No arbitration arising out of -of relating -to this Agreement -shall include, by consolidation -or joinder-er-m-any other this Agreement and signed by -the Owner, Architect, -and -any other person-er entity sought-te-be jomed. Concent-te arbitration mvolvmg -an additional person -or entity shall not constitute consent -to arbitration -e€-airy claim, dispute -or other matter - n - to arbitrate and other agreements -to arbitrate -with an additional person-er entity -duly consented -to by parties-te this Agreement 1.3.5.5 The award rendered by the arbitrator -of arbitrators -shall -be final, and judgment -maybe entered -tip -eft -it -in accordance with applicable law in any court having jurisdiction thereof. 1.3.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Architect and -he Owner waive consequential damages for claims, disputes-er other matters -in question arismg-eut-of relating 4e -this Agreement. -This mutual waiver -is applicable, without limitation, -te all consequential damages due -to either party's termination in accordance with Paragraph 1.3.8. 1.3.7 MISCELLANEOUS PROVISIONS 1.3.7.1 This Agreement shall be governed by the law of the principal place of business of the Architect, unless otherwise provided in Paragraph 1.4.2. 1.3.7.2 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. 1.3.7.3 Causes of action between the parties to this Agreement pertaining to acts or failures to act shall be deemed to have AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #6 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. 1.3.7.4 To the extent damages are covered by property insurance during construction, the Owner and the 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. 1.3.7.5 Nothing contained m 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. 1.3.7.6 Unlcsa otherwise provided in this Agreement, -t 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 foiru at the Project site. 1.3.7.7 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. 1.3.7.8 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. 1.3.7.9 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. 1.3.8 TERMINATION OR SUSPENSION 1.3.8.1 If the Owner fails to make payments to the Architect in accordance with this Agreement, such failure shall be considered substantial nonperfoiiiiance and cause for teiniination 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 m 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. 1.3.8.2 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. 1.3.8.3 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. 1.3.8.4 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 AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #7 termination. 1.3.8.5 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. 1.3.8.6 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 Subparagraph 1.3.8.7. 1.3.8.7 Termination Expensca are— addition-te compensation for the servicea-e€ the Agreement and include expenses directly attributable-te termination for which the Architect -is not otherwise compensated, -plus an amount for the Architect'a anticipated profit on the value of the services not perf rmed by the Architect. 1.3.9 PAYMENTS TO THE ARCHITECT 1.3.9.1 Payments on account of services rendered and for Reimbursable Expenses incurred shall be made monthly upon presentation of the Architect's statement of services. 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. 1.3.9.2 Reimbursable Expenses are in addition to compensation for the Architect's 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 junsdiction 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 m 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 Paragraph 1.5.5; .8 other similar direct Project -related expenditures. 1.3.9.3 Records of Reimbursable Expenses, of expenses pertaining to a Change in Services, and of services performed on the basis of hourly rates or a multiple of Direct Personnel Expense shall be available to the Owner or the Owner's authorized representative at mutually convenient times. 1.3.9.4 Direct Personnel Expense is defined as the direct salaries of the Architect's personnel engaged on the Project and the portion of the 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. ARTICLE 1.4 SCOPE OF SERVICES AND OTHER SPECIAL TERMS AND CONDITIONS 1.4.1 Enumeration of Parts of the Agreement. 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. This Agreement comprises the documents listed below. AIA DOCUMENT B141 -STANDARD FORM AGREEMENT - 1997 EDITION - AIA - COPYRIGHT 1997 - TFIE 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #8 1.4.1.1 Standard Form of Agreement Between Owner and Architect, AIA Document B141-1997. 1.4.1.2 Standard Form of Architect's Services: Design and Contract Administration, AIA Document B141-1997, or as follows: (List other documents, if any, delineating Architect's scope of services.) 1.4.1.3 Other documents as follows: (List other documents, if any, forming part of the Agreement.) Attachment "A" Description of Services and Responsibilities Attachment "B" Project Program Attachment "C" Pre -design Plan Attachment "D" Billing Rate Schedule Attachment "E" Environmental Study Task Outline Attachment "F" AIA Document A201 Conditions of the Contract for Construction & Supplementary Conditions to the Contract 1.4.2 Special Terms and Conditions. Special terms and conditions that modify this Agreement are as follows: 1.4.2.1 CONTINGENCY FUND The Owner and Architect acknowledge that changes may be required because of omissions, ambiguities, or inconsistencies in the plans and specifications, and therefore, the costs of the Project may exceed the initial construction contract sum. The Owner agrees to set aside a reserve in the amount of five percent (5%) of the mitial contract construction sum as a contmgency reserve to be used as required to pay for any such mcrease in construction costs. The Owner further agrees to make no claim by way of direct or third -party action against the Architect or its subconsultants with respect to any payments within three and one-half percent (3.5%) of the initial construction contract sum made to the Contractor(s) attributable to heretofore referenced changes or due to any claims made by the Contractor(s) relating to said changes. 1.4.2.2 BETTERMENT If due to the Architect's or its consultant's error any required item or component is omitted from the - construction documents, the Architect shall not be responsible for paying the costs to add such items or component to the extent that such item or component would have been otherwise necessary to the Project or adds value or betterment to the Project. In no event will the Architect be responsible for any cost or expense that provided betterment, upgrade or enhancement of the Project. ARTICLE 1.5 COMPENSATION 1.5.1 For the Architect's services as described under Article 1.4, compensation shall be computed as follows: 12% of the current budget with a minimum of $87,000. (Based on the current estimate of $725,000 x 12% = $87,000.) Should the estimate increase due to owner approved changes the Architects fee shall increase to 12% of that amount. Schematic Design 15% Design Development 20% Construction Drawings 40% Bid/Negotiation 5% Construction Phase 20% TOTAL 100% 1.5.1.2 ADDITIONAL SERVICES FOR ENVIRONMENTAL STUDY, ATTACHMENT "E" For the Architect's services as described under Article 2.8, Compensation shall be computed as follows: Compensation will be on an hourly basis to an estimated maximum of Fifteen Thousand Three Hundred Dollars ($15,300.00). If it appears we will exceed this number the Owner will be notified in writing immediately. Before proceeding the Architect shall have a written notice to proceed from the Owner. See Attachment "D" for hourly rate schedule. 1.5.2 If the services of the Architect are changed as described in Subparagraph 1.3.3.1, the Architect's compensation shall be adjusted. Such adjustment shall be calculated as described below or, if no method of adjustment is indicated in this Paragraph 1.5.2, in an equitable manner. (Insert basis of compensation, including rates and multiples of Direct Personnel Expense for Principals and employees, and identify Principals and classify employees, if required. Identify specific services to which particular methods of compensation apply.) On the current hourly rate schedule unless otherwise ne otiated. AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #9 1.5.3 For a Change in Services of the Architect's consultants, compensation shall be computed as a multiple of one and one-tenth ( 1.10) times the amounts billed to the Architect for such services. 1.5.4 For Reimbursable Expenses as described in Subparagraph 1.3.9.2, and any other items included in Paragraph 1.5.5 as Reimbursable Expenses, the compensation shall be computed as a multiple of one and one-tenth ( 1.10 ) times the expenses incurred by the Architect, and the Architect's employees and consultants. 1.5.5 Other Reimbursable Expenses, if any, are as follows: 1.5.6 The rates and multiples for services of the Architect and the Architect's consultants as set forth in this Agreement shall be adjusted in accordance with their normal salary review practices. 1.5.7 An initial payment of Dollars ($ 0 ) shall be made upon execution of this Agreement and is the minimum payment under this Agreement. It shall be credited to the Owner's account at final payment. Subsequent payments for services shall be made monthly, and where applicable, shall be in proportion to services performed on the basis set forth in this Agreement. 1.5.8 Payments are due and payable WITHIN -( 30) days from the date of the Architect's invoice. Amount', maid ()-days- after the invoice date shall b r 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.) 1.5.9 If the services covered by this Agreement have not been completed within ( 18 ) 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 Paragraph 1.5.2. This Agreement entered into as of the day and year first wntten above. OWNER (Signature) R A. Zais Jr. City Managei Rod Knipner. Partner_ Architect AT0 (Printed narrre and title) (Printed name and title) Contract No_ 2001-13 Resolution No_ R-2001-29 AIA DOCUMENT B141 -STANDARD FORM 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 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 B141-1997 User Document: KDF -- 2/13/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #10 Standard Form of Architect's Services: Design and Contract Administration AIA Document B141 - 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 ' Copyright 1917, 1926, 1948, 1951, 1953, 1958, 1961, 1963, 1966, 1967, 1970, 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. TABLE OF ARTICLES 2.1 PROJECT ADMINISTRATION SERVICES 2.2 SUPPORTING SERVICES 2 3 EVALUATION AND PLANNING SERVICES 2.4 DESIGN SERVICES 2.5 CONSTRUCTION PROCUREMENT SERVICES 2 6 CONTRACT ADMINISTRATION SERVICES 2.7 FACILITY OPERATION SERVICES 2.8 SCHEDULE OF SERVICES 2.9 MODIFICATIONS Insert A: KDF PROJECT NO, 200012 ARTICLE 2.1 PROJECT ADMINISTRATION SERVICES 2.1.1 The Architect shall manage the Architect's services and administer the Project. The Architect shall consult with the Owner, research applicable design criteria, attend Project meetings, communicate with members of the Project team and issue progress reports. The Architect shall coordinate the services provided by the Architect and the Architect's consultants with those services provided by the Owner and the Owner's consultants. 2.1.2 When Project requirements have been sufficiently identified, the Architect shall prepare, and periodically update, a Project schedule that shall identify milestone dates for decisions required of the Owner, design services furnished by the Architect, completion of documentation provided by the Architect, commencement of construction and Substantial Completion of the Work. 2.1.3 The Architect shall consider the value of alternative materials, building systems and equipment, together with other AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 considerations based on program, budget and aesthetics m developing the design for the Project. 2.1.4 Upon request of the Owner, the Architect shall make a presentation to explain the design of the Project to representatives of the Owner. 2.1.5 The Architect shall submit design documents to the Owner at mtervals appropriate to the design process for purposes of evaluation and approval by the Owner. The Architect shall be entitled to rely on approvals received from the Owner m the further development of the design. 2.1.6 The Architect shall assist the Owner in connection with the Owner's responsibility for filing documents required for the approval of governmental authorities havmg jurisdiction over the Project. 2.1.7 EVALUATION OF BUDGET AND COST OF THE WORK 2.1.7.1 When the Project requirements have been sufficiently identified, the Architect shall prepare a preliminary estimate of the Cost of the Work. This estimate may be based on current area, volume or similar conceptual estimating techniques. As the design process progresses through the end of the preparation of the Construction Documents, the Architect shall update and refine the prelmunary estimate of the Cost of the Work. The Architect shall advise the Owner of any adjustments to previous estimates of the Cost of the Work indicated by changes m Project requirements or general market conditions. If at any time the Architect's estimate of the Cost of the Work exceeds the Owner's budget, the Architect shall make appropriate recommendations to the Owner to adjust the Project's size, quality or budget, and the Owner shall cooperate with the Architect in making such adjustments. 2.1.7.2 Evaluations of the Owner's budget for the Project, the preliminary estimate of the Cost of the Work and updated estimates of the Cost of the Work prepared by the Architect represent the Architect's judgment as a design professional familiar with the construction mdustry. 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 deteiunning 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 budget for the Project or from any estimate of the Cost of the Work or evaluation prepared or agreed to by the Architect. 2.1.7.3 In preparing estimates of the Cost of the Work, the Architect shall be pernutted 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 estimated Cost of the Work to meet the Owner's budget for the Cost of the Work. If an increase in the Contract Sum occurring after execution of the Contract between the Owner and the Contractor causes the budget for the Cost of the Work to be exceeded, that budget shall be increased accordingly. 2.1.7.4 If bidding or negotiation has not commenced within 90 days after the Architect submits the Construction Documents to the Owner, the budget for the Cost of the Work shall be adjusted to reflect changes in the general level of prices in the construction industry. 2.1.7.5 If the budget for the Cost of the Work is exceeded by the lowest bona fide bid or negotiated proposal, the Owner shall: .1 give written approval of an increase in the budget for the Cost of the Work; .2 authorize rebidding or renegotiating of the Project within a reasonable time; .3 terminate m accordance with Subparagraph 1.3.8.5; or .4 cooperate in revising the Project scope and quality as required to reduce the Cost of the Work. 2.1.7.6 If the Owner chooses to proceed under Clause 2.1.7.5.4, the Architect, without additional compensation, shall modify the documents for which the Architect is responsible under this Agreement as necessary to comply with the budget for the Cost of the Work. The modification of such documents shall be the limit of the Architect's responsibility under this Paragraph 2 1.7. The Architect shall be entitled to compensation in accordance with this Agreement for all services performed whether or not construction is commenced. AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 ARTICLE 2.2 SUPPORTING SERVICES 2.2.1 Unless specifically designated in Paragraph 2.8.3, the services in this Article 2.2 shall be provided by the Owner or the Owner's consultants and contractors. 2.2.1.1 The Owner shall furnish a program setting forth the Owner's objectives, schedule, constraints and criteria, mcluding space requirements and relationships, special equipment, systems and site requirements 2.2.1.2 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 mformation 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 buildmgs, other improvements and trees; and mfoiination 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. 2.2.1.3 The Owner shall furnish services of geotechnical engineers which 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. ARTICLE 2.3 EVALUATION AND PLANNING SERVICES 2.3.1 The Architect shall provide a preliminary evaluation of the information furnished by the Owner under this Agreement, including the Owner's program and schedule requirements and budget for the Cost of the Work, each in terms of the other. The Architect shall review such information to ascertain that it is consistent with the requirements of the Project and shall notify the Owner of any other information or consultant services that may be reasonably needed for the Project. 2.3.2 The Architect shall provide a preliminary evaluation of the Owner's site for the Project based on the information provided by the Owner of site conditions, and the Owner's program, schedule and budget for the Cost of the Work. 2.3.3 The Architect shall review the Owner's proposed method of contractmg for construction services and shall notify the Owner of anticipated impacts that such method may have on the Owner's program, financial and time requirements, and the scope of the Project. ARTICLE 2.4 DESIGN SERVICES 2.4.1 The Architect's design services shall include normal structural, mechanical and electrical engineering and cost estimating services. 2.4.2 SCHEMATIC DESIGN DOCUMENTS 2.4.2.1 The Architect shall provide Schematic Design Documents based on the mutually agreed-upon program, schedule, and budget for the Cost of the Work. The documents shall establish the conceptual design of the Project illustrating the scale and relationship of the Project components. The Schematic Design Documents shall include a conceptual site plan, if appropriate, and preliminary building plans, sections and elevations. At the Architect's option, the Schematic Design Documents may include study models, perspective sketches, electronic modeling or combinations of these media. Preliminary selections of major building systems and construction materials shall be noted on the drawings or described in writing. 2.4.3 DESIGN DEVELOPMENT DOCUMENTS 2.4.3.1 The Architect shall provide Design Development Documents based on the approved Schematic Design Documents and updated budget for the Cost of the Work. The Design Development Documents shall illustrate and describe the refinement of the design of the Project, establishing the scope, relationships, forms, size and appearance of the Project by means of plans, sections and elevations, typical construction details, and equipment layouts. The Design Development Documents shall include specifications that identify major materials and systems and establish in general their quality levels. 2.4.4 CONSTRUCTION DOCUMENTS 2.4.4.1 The Architect shall provide Construction Documents based on the approved Design Development Documents and AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 updated budget for the Cost of the Work. The Construction Documents shall set forth m detail the requirements for construction of the Project. The Construction Documents shall include Drawings and Specifications that establish in detail the quality levels of materials and systems required for the Project. 2.4.4.2 During the development of the Construction Documents, the Architect shall assist the Owner m the development and preparation of: (1) bidding and procurement mfoituation which describes the time, place and conditions of bidding; bidding or proposal forms; and the form of agreement between the Owner and the Contractor; and (2) the Conditions of the Contract for Constriction (General, Supplementary and ether Coriditions). The Architect also shall compile the Project Manual that includes the Conditions of the Contract for Construction and Specifications and may include bidding requirements and sample forms. ARTICLE 2.5 CONSTRUCTION PROCUREMENT SERVICES 2.5.1 The Architect shall assist the Owner in obtaining either competitive bids or negotiated proposals and shall assist the Owner in awarding and preparing contracts for construction. 2.5.2 The Architect shall assist the Owner in establishing a list of prospective bidders or contractors. 2.5.3 The Architect shall assist the Owner in bid validation or proposal evaluation and determination of the successful bid or proposal, if any. If requested by the Owner, the Architect shall notify all prospective bidders or contractors of the bid or proposal results. 2.5.4 COMPETITIVE BIDDING 2.5.4.1 Bidding Documents shall consist of bidding requirements, proposed contract forms, General Conditions and Supplementary Conditions, Specifications and Drawings. 2.5.4.2 If requested by the Owner, the Architect shall arrange for procuring the reproduction of Bidding Documents for distribution to prospective bidders. The Owner shall pay directly for the cost of reproduction or shall reimburse the Architect for such expenses. 2.5.4.3 If requested by the Owner, the Architect shall distribute the Bidding Documents to prospective bidders and request their return upon completion of the bidding process. The Architect shall maintain a log of distribution and retrieval, and the amounts of deposits, if any, received from and returned to prospective bidders. 2.5.4.4 The Architect shall consider requests for substitutions, if permitted by the Bidding Documents, and shall prepare and distribute addenda identifying approved substitutions to all prospective bidders. 2.5.4.5 The Architect shall participate in or, at the Owner's direction, shall organize and conduct a pre-bid conference for prospective bidders. 2.5.4.6 The Architect shall prepare responses to questions from prospective bidders and provide clarifications and interpretations of the Bidding Documents to all prospective bidders in the form of addenda. 2.5.4.7 The Architect shall participate in or, at the Owner's direction, shall organize and conduct the opening of the bids. The Architect shall subsequently document and distribute the bidding results, as directed by the Owner. 2.5.5 NEGOTIATED PROPOSALS 2.5.5.1 Proposal Documents -shall consist -ef proposal requirements, proposed contract forms, General Conditions and Supplementary Conditions, Specifications and Drawings. 2.5.5.2 If requested by the Owner, the Architect -shall arrange for procuring the reproduction of Proposal Documents -fer- distribution to prospective contractors. The Owner shall pay directly for the cos for such expenses. 2.5.5.3 If requested by the Owner, the Architect shall-erganizc and participate in selection interviews with prospective . 2.5.5.4 The Architects consider requests for substitutions, -i€ permitted by the Proposal Documents, and -shall prepare and distribute addenda identifying approved substitutions to all prospective contractors. AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 2.5.5.5 If requested by the Owner, the Architect shall assist -the Owner during negotiations,w th prospective contractors. -The - Architect shall subsequently prepare a summary report of the negotiation results, as directed by the Owner. ARTICLE 2.6 CONTRACT ADMINISTRATION SERVICES 2.6.1 GENERAL ADMINISTRATION 2.6.1.1 The Architect shall provide administration of the Contract between the Owner and the Contractor as set forth below and m the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement Mndifiratrnnc 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. 2.6.1.2 The Architect's responsibility to provide the Contract Administration Services under this Agreement commences with the award of the initial Contract for Construction and terminates at the issuance to the Owner of the final Certificate for Payment. However, the Architect shall be entitled to a Change in Services in accordance with Paragraph 2.8.2 when Contract Administration Services extend 60 days after the date of Substantial Completion of the Work. 2.6.1.3 The Architect shall be a representative of and shall advise and consult with the Owner during the provision of the Contract Administration Services. 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. 2.6.1.4 Duties, responsibilities and limitations of authority of the Architect under this Article 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. 2.6.1.5 The Architect shall review properly prepared, timely requests by the Contractor for additional mformation about the Contract Documents. A properly prepared request for additional information about the Contract Documents shall be in a form prepared or approved by the Architect and shall include a detailed written statement that indicates the specific Drawmgs or Specifications in need of clarification and the nature of the clarification requested. 2.6.1.6 If deemed appropriate by the Architect, the Architect shall on the Owner's behalf prepare, reproduce and distribute supplemental Drawings and Specifications in response to requests for information by the Contractor. 2.6.1.7 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. 2.6.1.8 Interpretations and decisions of the Architect shall be consistent with the mtent 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 the results of interpretations or decisions so rendered in good faith. 2.6.1.9 The Architect shall render initial decisions on claims, disputes or other matters m 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. 2.6.2 EVALUATIONS OF THE WORK 2.6.2.1 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 2.8, (1) to become generally familiar with and to keep the Owner informed about the progress and quahty 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 m 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 m connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents. 2.6.2.2 The Architect shall report to the Owner known deviations from the Contract Documents and from the most recent AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 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. 2.6.2.3 The Architect shall at all times have access to the Work wherever it is in preparation or progress. 2.6.2.4 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. 2.6.2.5 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 will 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 m 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. 2.6.3 CERTIFICATION OF PAYMENTS TO CONTRACTOR 2.6.3.1 The Architect shall review and certify the amounts due the Contractor and shall issue Certificates for Payment in such amounts. 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 Paragraph 2.6.2 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. 2.6.3.2 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 matenal suppliers and 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. 2.6.3.3 The Architect shall maintain a record of the Contractor's Applications for Payment. 2.6.4 SUBMITTALS 2.6.4.1 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 determmrng the accuracy and completeness of other details such as dimensions and quantities, or for substantiatmg 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 review approval of a specific item shall not indicate approval of an assembly of which the item is a component. 2.6.4.2 The Architect shall maintain a record of submittals and copies of submittals supplied by the Contractor in accordance with the requirements of the Contract Documents. 2.6.4.3 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 AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 approvals performed by such design professionals. 2.6.5 CHANGES IN THE WORK 2.6.5.1 The Architect shall prepare Change Orders and Construction Change Directives for the Owner's approval and execution in accordance with the Contract Documents. The Architect may authorize minor changes in the Work not involving an adjustment in Contract Sum or an extension of the Contract Time which are consistent with the intent of the Contract Documents. If necessary, the Architect shall prepare, reproduce and distribute Drawmgs and Specifications to describe Work to be adders deleted nr mnr17fierl ac nrnsrirlerl in Paragraph 7 R 7 2.6.5.2 The Architect shall review properly prepared, timely requests by the Owner or Contractor for changes in the Work, including adjustments to the Contract Sum or Contract Time. A properly prepared request for a change in the Work shall be accompanied by sufficient supporting data and information to permit the Architect to make a reasonable determination without extensive investigation or preparation of additional drawings or specifications. If the Architect determines that requested changes in the Work are not materially different from the requirements of the Contract Documents, the Architect may issue an order for a minor change in the Work or recommend to the Owner that the requested change be denied. 2.6.5.3 If the Architect determines that implementation of the requested changes would result in a material change to the Contract that may cause an adjustment in the Contract Time or Contract Sum, the Architect shall make a recommendation to the Owner, who may authorize further investigation of such change. Upon such authorization, and based upon information furnished by the Contractor, if any, the Architect shall estimate the additional cost and time that might result from such change, including any additional costs attributable to a Change in Services of the Architect. With the Owner's approval, the Architect shall incorporate those estimates into a Change Order or other appropriate documentation for the Owner's execution or negotiation with the Contractor. 2.6.5.4 The Architect shall maintain records relative to changes in the Work. 2.6.6 PROJECT COMPLETION 2.6.6.1 The Architect shall conduct inspections to determine the date or dates of Substantial Completion and the date of fmal 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. 2.6.6.2 The Architect's inspection shall be conducted with the Owner's Designated Representative to check conformance of the Work with the requirements of the Contract Documents and to verify the accuracy and completeness of the list submitted by the Contractor of Work to be completed or corrected. 2.6.6.3 When the Work is found to be substantially complete, the Architect shall inform the Owner about the balance of the Contract Sum remaining to be paid the Contractor, mcluding any amounts needed to pay for final completion or correction of the Work. 2.6.6.4 The Architect shall receive from the Contractor and forward to the Owner (1) consent of surety or sureties, if any, to reduction m or partial release of retainage or the making of final payment and (2) affidavits, receipts, releases and waivers of liens or bonds indemnifying the Owner against liens. ARTICLE 2.7 FACILITY OPERATION SERVICES 2.7.1 The Architect shall meet with the Owner or the Owner's Designated Representative promptly after Substantial Completion to review the need for facility operation services. 2.7.2 Upon request of the Owner, and prior to the expiration of one year from the date of Substantial Completion, the Architect shall conduct a meeting with the Owner and the Owner's Designated Representative to review the facility operations and performance and to make appropriate recommendations to the Owner. ARTICLE 2.8 SCHEDULE OF SERVICES 2.8.1 Design and Contract Administration Services beyond the following limits shall be provided by the Architect as a Change in Services in accordance with Paragraph 1.3.3: AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 .1 up to ( ) reviews of each Shop Drawing, Product Data item, sample and similar submittal of the Contractor. .2 up to (6 ) visits to the site by the Architect over the duration of the Project during construction. .3 up to (1 ) inspections for any portion of the Work to determine whether such portion of the Work is substantially complete in accordance with the requirements of the Contract Documents. .4 up to (1 ) inspections for any portion of the Work to deteimme final completion. 2.8.2 The following Design and Contract Administration Services shall be provided by the Architect as a Change m Services in accordance with Paragraph 1.3.3. .1 review of a Contractor's submittal out of sequence from the submittal schedule agreed to by the Architect; .2 responses to the Contractor's requests for information where such information is available to the Contractor from a careful study and comparison of the Contract Documents, field conditions, other Owner -provided information, Contractor -prepared coordination drawings, or prior Project correspondence or documentation; .3 Change Orders and Construction Change Directives requrrmg evaluation of proposals, including the preparation or revision of Instruments of Service; .4 providing consultation concerning replacement of Work resulting from fire or other cause during construction, .5 evaluation of an extensive number of claims submitted by the Owner's consultants, the Contractor or others m connection with the Work; .6 evaluation of substitutions proposed by the Owner's consultants or contractors and making subsequent revisions to Instruments of Service resulting therefrom; .7 preparation of design and documentation for alternate bid or proposal requests proposed by the Owner; or .8 Contract Administration Services provided 60 days after the date of Substantial Completion of the Work. 2.8.3 The Architect shall furnish or provide the following services only if specifically designated: SEE ATTACHMENT "A" Services .1 Programming .2 Land Survey Services .3 Geotechnical Services .4 Space Schematics/Flow Diagrams .5 Existing Facilities Surveys .6 Economic Feasibility Survey .7 Site Analysis and Selection .8 Environmental Studies and Reports .9 Owner Supplied Data Coordination .10 Schedule Development and Monitoring .11 Civil Design .12 Landscape Design .13 Interior Design .14 Special Bidding or Negotiation .15 Value Analysis .16 Detailed Cost Estimating .17 On Site Project Representation Responsibility (Architect, Owner or Not Provided) Description Location of Service AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 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 B141-1997 .18 Construction Management .19 Start up Assistance .20 Record Drawing) .21 Post Contract Evaluation .22 Tenant Related Servicca .23 .24 .GJ Description of Services. (Insert descriptions of the services designated.) ARTICLE 2.9 MODIFICATIONS 2.9.1 Modifications to this Standard Form of Architect's Services: Design and Contract Administration, if any, are as follows: By its execution, this Standard Form of Architect's Services: Design and Contract Administration and modifications hereto are incorporated into the Standard Form of Agreement Between the Owner and Architect, AIA Document B141-1997, that was entered into by the parties as of the date: OWNER (Signature) R . Tats ,Tr.. City Manages Rod Kninper. Partner. Architect ATA (Printed name and title) (Printed name and title) AIA DOCUMENT B141 -STANDARD FORM SERVICES - 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 vindicators 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 B141-1997 Exhibit A KISSEL PARK Project#200012 DESIGN SERVICES 1:\200012\contract\fee sum Description Responsibility Services Included in Basic Contract Accepted Additional Services Required Additional Services (Amt TBD) Optional Additional Services , (Amt TBD)" DESIGN THROUGH CONSTRUCTION Basic Services (AIA B141 Article 2.4) Architecture & Interior Design KDF X One year warranty inpection KDF X Structural Engineering KDF X Mechanical Engineering (HVAC, Plumbing, Fire Protection) KDF X Electrical Engineering KDF X On Site Civil Engineering KDF X Landscape and Irrigation System Design IKDF X Cost Estimate KDF X Additional Services (AIA B141 Article 2.8.3) Estimated Reimbursable Expenses - Final Printing 50 sets 5,000 Others (i e. Transportation, expenses) 5,000 Public Presentations Requiring Special Preparation (each) KDF TBD Special Permits or Approvals (Beyond Building Permit) KDF TBD Environmental Studies (See Attachment "E") KDF 15,300 Project Rendering, Detailed Colored Perspective KDF TBD Detailed Scale Model Display KDF TBD Value Engineering (beyond basic) Design Team TBD Electrical Detail Design of: Security Systems TBD Video Surveillance TBD HVAC Construction Construction Management TBD Weekly Onsite Project Representation (incl. in Basic) KDF TBD Video of Construction KDF TBD Record Documents KDF Team 6,000 TBD = To Be Determined Exhibit B KISSEL PARK PROGRAM AREA OUANTITY SIZE RESP. REMARKS Sports and Playfields Tennis Courts Playground Picnic Area Picnic Table Charcoal Grills 12 2 10 5 36x78 50x50 3x5 NA KDF OWNER OWNER OWNER (60x120 to fence) KDF to Coordinate Location KDF to Coordinate Location KDF to Coordinate Location Shelters Picnic Shelter 1 25x25 KDF Vista 1 25x25 KDF Buildings Public Restroom 1 25x25 KDF Restroom and storage building could be combined Storage Sheds 1 15x20 KDF Roads, Paths, Parking Public Parking 1 77 spaces KDF Walking Path 1 TBD KDF Sidewalk 1 113D KDF Landscaping Trees 1BD 1'BD KDF KDF to provide schematic design only Shrubs 1BD 1 BD KDF KDF to provide schematic design only Grass 1'BD 1BD KDF KDF to provide schematic design only Miscellaneous Signage (directional & entry) 2 1'BD KDF Park Benches 10 TBD OWNER KDF to Coordinate Location Utilities 1'BD TBD KDF Irrigation I'BD 1'BD KDF Lighting TBD 1'BD KDF Gate ' 1'BD TBD KDF '''"-"Ir "I'', T'-"- / ,....„ 72„,--, . / i .f,h• \\ 1 1 I \ , ( SIGN I \ 1 I \ \ • „-------1--- W nAEY-4---- F`,-_ i .1 - — - e ' ' 7 `ri 1 I I-- 11 ; 1 ; _ 11 I 4- I 1.1 11,"1 - — - - > 1 1 1 I ' _ _ _ • \ 1 I \ k fn.4 -7- l(j314 ;P. -Tr N, LI I p 7 I 1 1 I — \ I / 111 I iS''.. . ,:. I I I ' , 'e4''. i I ' , 1 I ;'3 1 ''..,71 N A %,4\74,. 41*44 L WIDE ROLL • X, Idr elenlINOMMIIMMI r 1110..0. ZONED. MI YAKIMA KISSEL PARK S. 30TH & W. MEAD AVENUE, YAKIMA, WA EXHIBIT "C" OVERALL SITE PLAN 0INCRTI4 1471.1 areas 1"4Kr1.4 1101-IMTCH WW2 (1051.15-64C6 -II I iw I Ali ! i' w • I �=;i it JaT ! 1 �_' v YIELD ZONED' RI SFEED STOP SIC3J ' _ ' L1f71T SIGN UTILITY PASSIVE PARK 5.6 ACRES \ •m 181335-22014 ZONED. RI CHILDREN'S PLAY LAY \ uv:sm ' 1 NED: lI RR/STG _:__ 0 TENNIS CAMPUS TAti1GMA AVENUE WIDE HOLL SW w w 6cxE T'.Ser a' ZONED: MI YAKIMA KISSEL PARK S. 30TH & W. MEAD AVENUE, YAKIMA, WA OVERALL SITE PLAN: PHASE 1 DEVELOPMENT 1310 HO 2114 11,11.1 AY9iE YAKfth WAS*GTQI Y901 (60!631100 ATTACHMENT "D" PROJECT BILLING RATE SCHEDULE EFFECTIVE OCTOBER 2000 Employee Classification Principal Architect Manager Architect III Architect II Architect I Intern Architect Interior Designer III Interior Designer II Interior Designer I Technical Staff V Technical Staff IV Technical Staff III Technical Staff II Technical Staff I Administrative Staff II Administrative Staff I Note: Classification and rates are subject to semi-annual review. KDF Architecture Rod Knipper AIA David C. Franklund AIA Billing Rate $125.00/hour $100 00/hour $90 00/hour $75.00/hour $65 00/hour $55 00/hour $75.00/hour $65.00/hour $55.00/hour $70.00/hour $60. 00/hour $55.00/hour $45 00/hour $30. 00/hour $50 00/hour $40. 00/hour L:\CONTRACT\Attach A Billing Rates 10-00.wpd 1310 North 16th Avenue Yakima, Washington 98902-1394 (509) 575-5408 Fax (509) 453-0293 ATTACHMENT E KISSEL PARK Project #200012 I:\200012\contract\fee sum ENVIRONMENTAL STUDY TASK OUTLINE Description of Services Tasks (KDF coordination may be required for any or all tasks) Responsible Remarks PRE -DESIGN THROUGH PROJECT COMPLETION (as described under Article 2.6.6) Additional Services (AIA B141 Article 2.8.3) KDF is responsible for coordination of our work with the Draft Study, Plan/Agreed Order Floyd and Snider information provided by Floyd & Snider. KDF may use such Ecology Comment Period Floyd and Snider information, requirements, reports, data, surveys and instructions Final Study, Plan/Agreed Order Floyd and Snider in performing its services and is entitled to rely upon the accuracy Performance of Field Work Floyd and Snider and completeness thereof KDF shall have no respondsibility for the Public Participation Plan Floyd and Snider discovery,handling, removal or disposal of any hazardous materials Draft Focused RI/FS Floyd and Snider any form at the Project site. Ecology Review Period Floyd and Snider Draft Clean-up Action Plan Floyd and Snider Ecology Review Period Floyd and Snider Final CAP Floyd and Snider Public Comment Period Floyd and Snider Park Schematic Design KDF Park Design Development KDF Park Contract Documents-Drwgs KDF Park Contract Documents-Spec's KDF Bidding KDF Contract Negotiations KDF Construction Administration -Office KDF Construction Administration -Field KDF Post Construction KDF *KDF fee, hourly not to exceed $15,300 per Article 1.5.1.2 General Conditions of the Contract for Construction AIA Document A201 -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 Associated General Contractors of America. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, ©1997 by The American Institute of Architects. Fifteenth Edition. 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. TABLE OF ARTICLES 1. GENERAL PROVISIONS 2. OWNER 3. CONTRACTOR 4. ADMINISTRATION OF THE CONTRACT 5. SUBCONTRACTORS 6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7. CHANGES IN THE WORK 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE AND BONDS 12. UNCOVERING AND CORRECTION OF WORK 13. MISCELLANEOUS PROVISIONS 14. TERMINATION OR SUSPENSION OF THE CONTRACT AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #1 INDEX Architect's Administration of the Contract Acceptance of Nonconformmg Work 3.1.3, 4.2, 4.3 4, 4.4, 9.4, 9.5 9.6.6, 9.9.3, 12.3 Architect's Approvals Acceptance of Work 2.4, 3.1.3, 3.5.1, 3.10.2, 4.2.7 9 6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Architect's Authority to Refect Work Access to Work 3.5.1, 4.2.6, 12.1.2, 12.2.1 3.16, 6.2.1, 12.1 Architect's Copyright Accident Prevention 1.6 4.2.3, 10 Architect's Decisions Acts and Omissions 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4 4.5, 4.4.6, 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3 8, 4.4 1, 8.3.1, 9.5.1, 4.5, 6.3, 7.3 6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5 1, 9.8.4, 9.9 1, 10.2.5, 13.4.2, 13.7, 14.1 13.5.2, 14.2.2, 14.2.4 Addenda Arclutect's Inspections 1.1.1,311 4.2.2, 4.2.9, 4.3.4, 9 4.2, 9 8.3, 9.9.2, 9 10.1, 13.5 Additional Costs, Claims for Architect's Instructions 4.3.4, 4.3.5, 4.3.6, 6.1 1, 10.3 3.2.3, 3.3.1, 4.2.6, 4.2.7, 4.2 8, 7.4.1, 12.1, 13.5.2 Additional Inspections and Testing Architect's Interpretations 9.8.3, 12.2.1, 13.5 4.2.11, 4.2.12, 4.3.6 Additional Time, Claims for Architect's Project Representative 4.3.4, 4.3.7, 8.3.2 4.2.10 ADMINISTRATION OF THE CONTRACT Architect's Relationship with Contractor 3.1.3, 4, 9.4, 9.5 1.1.2, 1.6, 3.1.3, 3.2 1, 3.2.2, 3.2.3, 3.3.1, 3 4.2, 3.5.1, 3.7.3, Advertisement or Invitation to Bid 3.10, 3.11, 3.12, 3.16, 3 18, 4.1.2, 4.1.3, 4.2, 4.3 4, 4.4.1, 1 1.1 4.4 7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, Aesthetic Effect 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5 4.2.13, 4.5 1 Architect's Relationship with Subcontractors Allowances 1 1.2, 4.2.3, 4.2.4, 4.2 6, 9.6.3, 9.6.4, 11 4.7 3.8 Architect's Representations All-risk Insurance 9 4.2, 9.5.1, 9.10.1 11.4.1.1 Architect's Site Visits Applications for Payment 4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5 1, 9 6.3, 9.7.1, 9 8.5, 9.10, Asbestos 11 1.3, 14.2.4, 14.4.3 10.3.1 Approvals Attorneys' Fees 2.4, 3.1.3, 3.5, 3.10.2, 3 12, 4.2.7, 9.3.2, 13 4.2, 13.5 3.18 1, 9.10.2, 10.3.3 Arbitration Award of Separate Contracts 4.3.3, 4.4, 4.5.1, 4.5.2, 4.6, 8.3.1, 9.7.1, 11.4.9, 11.4.10 6.11,6.1.2 Architect Award of Subcontracts and Other Contracts for Portions of the 4.1 Work Architect, Definition of 5.2 4.1.1 Basic Definitions Architect, Extent of Authority 1.1 2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3 6, 7.4, 9.2, Bidding Requirements 9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 1.1.1, 1.1 7, 5.2.1, 11.5.1 13.5.2, 14.2.2, 14.2.4 Boiler and Machinery Insurance Architect, Limitations of Authority and Responsibility 11.4.2 2.1.1, 3.3.3, 3.12.4, 3 12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, Bonds, Lien 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 4.4, 5.2.1, 7.4, 9.10.2 9.4.2, 9.6.4, 9.6.6 Bonds, Performance, and Payment Architect's Additional Services and Expenses 7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5 2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 9.8.5 AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Foimat A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #2 Certificates for Payment 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Certificates of Inspection, Testing or Approval 13 5.4 Certificates of Insurance 9.10.2, 11.1.3 Change Orders 1.1 1,2.4.1,3.4.2,3.8.2.3,3.11.1,3.12.8,4.2.8,4.3.4,4.3.9, 5.2.3, 7.1, 7.2, 7.3, 8.3 1, 9.3 1.1, 9 10.3, 11.4.1.2, 11.4 4, 11.4.9, 12.1.2 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 3.11, 4.2.8, 7, 8.3.1, 9.3.1.1, 11.4.9 Claim, Definition of 4.3.1 Claims and Disputes 3.2.3, 4.3, 4 4, 4.5, 4.6, 6.1 1, 6.3, 7.3.8, 9.3.3, 9 10.4, 10.3.3 Claims and Timely Assertion of Claims 4.6.5 Claims for Additional Cost 3.2.3, 4.3.4, 4.3.5, 4.3.6, 6 1.1, 7.3 8, 10.3.2 Claims for Additional Time 3.2.3, 4.3 4, 4.3.7, 6.1.1, 8.3.2, 10.3.2 Claims for Concealed or Unknown Conditions 4.3.4 Claims for Damages 3.2.3, 3.18, 4.3 10, 6 1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.4.5, 11 4.7, 14 1.3, 14.2.4 Claims Subject to Arbitration 4.4.1, 4.5.1, 4.6.1 Cleaning Up 3.15, 6.3 Commencement of Statutory Limitation Period 13.7 Commencement of the Work, Conditions Relating to 2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3 1, 11.1, 11.4.1, 11.4.6, 11.5.1 Commencement of the Work, Definition of 8.1.2 Communications Facilitatmg Contract Administration 3.9.1, 4.2.4 Completion, Conditions Relating to 1 6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9 4.2, 9.8, 9.9 1, 9.10.3, 9.10.4.2, 12.2, 13.7 Compliance with Laws 1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6.4, 4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 Concealed or Unknown Conditions 4.3.4, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 1.1.7, 6.1.1, 6.1.4 Consent, Written 1.6, 3.4.2, 3 12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9 10.3, 11.4.1, 13.2, 13.4.2 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1, 3.12.8, 4.2.8, 4.3.9, 7.1, 7.3, 9.3.1.1 Construction Schedules, Contractor's 1.4.1.2, 3.10, 3.12.1, 3 12.2, 4.3.7.2, 6.1.3 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 4.3.3 Contract, Definition of 1 1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 54.1.1,11.4.9,14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1, 11.1.3, 1146, 11.5.1 Contract Documents, The 1.1, 1.2 Contract Documents, Copies Furnished and Use of 1.6, 2.2.5, 5.3 Contract Documents, Definition of 1 1.1 Contract Sum 3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2 Contract Sum, Definition of 9.1 Contract Time 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7 4, 8.1.1, 8.2, 8.3.1, 9.5.1, 9 7, 10.3.2, 12.1.1, 14.3.2 Contract Time, Definition of 8.1.1 CONTRACTOR 3 Contractor, Definition of 3.1, 6.1.2 Contractor's Construction Schedules 1.4.1.2, 3.10, 3.12.1, 3 12.2, 4.3.7.2, 6.1.3 Contractor's Employees 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1, Contractor's Liability Insurance 11.1 Contractor's Relationship with Separate Contractors and Owner's AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #3 Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.4.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9 6.7, 9 10.2, 11.4.1.2, 11.4.7, 11.4.8 Contractor's Relationship with the Architect 1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, .5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5 Contractor's Representations 1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5 1, 10 Contractor's Review of Contract Documents 1.5.2, 3.2, 3.7.3 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 4.3.10, 14.1 Contractor's Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3 6, 9.2, 9.3, 9 8.2, 9 8.3, 9.9.1, 9.10.2, 9 10.3, 11 1.3, 11.5.2 Contractor's Superintendent 3.9, 10.2.6 Contractor's Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12 10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14 Contractual Liability Insurance 11.1.1.8, 11.2, 11.3 Coordination and Correlation 1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6 1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1.6, 2.2.5, 3.11 Copyrights 1.6, 3 17 Correction of Work 2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9 9.1, 12 1.2, 12.2, 13 7.1.3 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.6 Costs 2.4, 3.2.3, 3 7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6 1.1, 6.2.3, 7.3.3.3, 7.3.6, 7.3.7, 7.3 8, 9.10.2, 10.3.2, 10.5, 11.3, 11.4, 12.1, 12.2 1, 12.2.4, 13.5, 14 Cutting and Patching 6.2.5, 3.14 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1, 11.4, 12.2.4 Damage to the Work 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4 Damages, Claims for 3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4 Damages for Delay 6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2 Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4 1, 4.4.5, 4.4.6, 4.5, 6.3, 7.3 6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9 4, 9.5 1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Defective or Nonconformmg Work, Acceptance, Rejection and Correction of 2.3, 2.4, 3.5.1, 4.2 6, 6.2.5, 9.5 1, 9.5.2, 9.6 6, 9 8.2, 9.9.3, 9.10.4, 12.2 1, 13.7.1.3 Defective Work, Definition of 3.5.1 Definitions 1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3 6, 8.1, 9.1, 9.8.1 Delays and Extensions of Time 3.2.3, 4.3.1, 4.3 4, 4.3 7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2 Disputes 4.1.4, 4.3, 4.4, 4.5, 4 6, 6.3, 7.3.8 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 1.1 1, 1.3, 2.2.5, 3.11, 5.3 Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 4.3.5, 10.6, 14.1 1.2 Employees, Contractor's 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1 Equipment, Labor, Materials and 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2 1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5, 3.7, 3.10, 3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2, 7.1.3, 7.3.4, 8.2, 9.5, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3 Extensions of Time 3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2 1, 7.3, 7.4.1, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2 Failure of Payment 4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6 Faulty Work AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Fosmat A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #4 (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11 1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Financial Arrangements, Owner's 2.2.1, 13.2.2, 14.1.1.5 Fire and Extended Coverage Insurance 11.4 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials 10.2.4, 10.3, 10.5 Identification of Contract Documents 1.5.1 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3 17, 3.18, 9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7 Information and Services Required of the Owner 2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9 6 1, 9 6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11 4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4 Injury or Damage-to-Persor_or--Property 4.3.8, 10.2, 10.6 Inspections 3.1.3, 3.3.3, 3 7 1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.2, 9.8.3, 9.9.2, 9.10 1, 12.2.1, 13.5 Instructions to Bidders 1.1 1 Instructions to the Contractor 3.2.3, 3.3.1, 3.8.1, 4.2 8, 5.2 1, 7, 12, 8.2.2, 13.5.2 Insurance 3.18 1, 6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 9.10.5, 11 Insurance, Boiler and Machinery 11.4.2 Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 8.2.2, 11.1.2 Insurance, Loss of Use 11.4.3 Insurance, Owner's Liability 11.2 Insurance, Project Management Protective Liability 11.3 Insurance, Property 10.2.5, 11.4 Insurance, Stored Materials 9.3.2, 11.4.1.4 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1, 11.4.1.5 Insurance Companies, Settlement with 11.4.10 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4 Interest 136 Interpretation 1.2.3, 1.4, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4 Interpretations, Written 4.2.11, 4.2.12, 4.3.6 Joinder and Consolidation of Claims Required 4.6.4 Judgment on Final Award 4.6.6 Labor and Materials, Equipment 1 1.3, 1.1.6, 3.4, 3.5.1, 3 8.2, 3.8.3, 3.12, 3.13, 3.15.1, 42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4 4.8, 4.6, 9.6.4, 9.9 1, 10.2.2, 11.1, 11.4, 13.1, 13 4, 13.5.1, 13.5.2, 13.6, 14 Liens 2.1.2, 4 4.8, 8.2.2, 9.3.3, 9.10 Limitation on Consolidation or Joinder 4.6.4 Limitations, Statutes of 4.6.3, 12.2.6, 13.7 Limitations of Liability 2.3, 3.2.1, 3.5 1, 3.7.3, 3.12.8, 3 12 10, 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9 4.2, 9.6 4, 9 6.7, 9.10.4, 10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2 Limitations of Time 2.1.2, 2.2, 2.4, 3.2.1, 3 7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2 4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9 6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13 7, 14 Loss of Use Insurance 11.4.3 Material Suppliers 1.6, 3 12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5 Materials, Hazardous 10.2.4, 10.3, 10.5 Materials, Labor, Equipment and 1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1,3 12.10, 4.2.2, 4.2 7, 9.4.2 Mechanic's Lien 4.4.8 Mediation 4.4.1, 4.4.5, 4.4.6, 4.4.8, 4.5, 4.6.1, 4.6.2, 8.3.1, 10.5 AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #5 Minor Changes m the Work 1.1.1, 3.12.8, 4.2.8, 4.3.6, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1 1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 10.3.2, 11 4.1 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3 Nonconforming Work, Rejection and Correction of 2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10 4, 12.2.1, 13.7.1.3 Notice 2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 4.4 8, 4.6.5, 5.2 1, 8.2.2, 9.7, 9.10, 10.2.2, 11 1.3, 11.4 6, 12.2.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2 Notice, Written 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14 Notice of Testing and Inspections 13.5.1, 13.5.2 Notice to Proceed 8.2.2 Notices, Permits, Fees and 2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2 Observations, Contractor's 1.5.2, 3.2, 3.7.3, 4.3.4 Occupancy 2.2.2, 9.6.6, 9.8, 11.4.1.5 Orders, Wntten 1.1 1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1 Owner, Information and Services Required of the 2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9 6.1, 9.6.4, 9.9.2, 9 10.3, 10.3.3, 11.2, 11.4, 13.5 1, 13.5.2, 14.1.1.4, 14.1.4 Owner's Authority 1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8,1, 3.12.10, 3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2 1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, 11.4.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4 Owner's Financial Capability 2.2.1, 13.2.2, 14.1.1.5 Owner's Liability Insurance 11.2 Owner's Loss of Use Insurance 5.2.3, 7, 8.3.1, 9.7, 11.4.3 Owner's Relationship with Subcontractors 1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2 Owner's Right to Carry Out the Work 2.4, 12.2.4 14.2.2.2 Owner's Right to Clean Up 6.3 Owner's Right to Perform Construction and to Award Separate Contracts 6.1 Owner's Right to Stop the Work 2.3 Owner's Right to Suspend the Work 14.3 Owner's Right to Terminate the Contract 14.2 Ownership and Use of Drawings, Specifications and Other Instruments of Service 1.1.1,1.6,2.2.5,3.2.1,3.11.1,3 17.1,4.2.12,5.3 Partial Occupancy or Use 9.6.6, 9.9, 11.4.1.5 Patching, Cutting and 3.14, 6.2.5 Patents 3.17 Payment, Applications for 4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5, 9.10.1, 9.10.3, 9.10.5, 11.1.3, 14.2 4, 14.4.3 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14 1 1.3, 14.2.4 Payment, Failure of 4.3.6, 9 5.1.3, 9.7, 9 10.2, 14.1.1.3, 14.2.1.2, 13 6 Payment, Final 4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5 Payments, Progress 4.3.3, 9.3, 9.6, 9 8.5, 9.10.3, 13.6, 14.2.3 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6 7, 11.4.8, 14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5 Permits, Fees and Notices 2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #6 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 4.3.3, 8.2, 9.8, 9.9.1, 14 1.4 Progress Payments 4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3 Project, Definition of the 1.1.4 Project Management Protective Liability Insurance 11.3 Project Manual, Definition of the 1.1.7 Project Manuals 2.2.5 Project Representatives 4.2.10 Property Insurance 10.2.5, 11 4 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.6, 3.2.2, 3 6, 3.7, 3.12.10, 3.13, 4.1 1, 4.4 8, 4.6, 9.6.4, 9.9 1, 10.2.2, 11.1, 11.4, 13 1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Rejection of Work 3.5.1, 4.2.6, 12.2.1 Releases and Waivers of Liens 9.10.2 Representations 1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9 4.2, 9.5.1, 9.8.2, 9.10.1 Representatives 2 1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2 10, 5.1.1, 5.1.2, 13.21 Resolution of Claims and Disputes 4.4, 4.5, 4.6 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9 6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 1.5.2, 3.2, 3.7.3, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4 6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2 4, 13.4, 14 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 4.6.2 Safety of Persons and Property 10.2, 10.6 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.6 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3 Separate Contracts and Contractors 1 1.4, 3 12.5, 3.14.2, 4.2.4, 4.2 7, 4.6.4, 6, 8.3.1, 11.4.7, 12.1.2, 12.2.5 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3 11, 3.12, 4.2.7 Site, Use of 3.13, 6.1.1, 6.2.1 Site Inspections 1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1, 135 Site Visits, Architect's 4.2.2, 4.2.9, 4.3.4, 9 4.2, 9.5 1, 9.9.2, 9.10 1, 13.5 Special Inspections and Testing 4.2.6, 12.2.1, 13.5 Specifications, Defmition of the 1.1.6 Specifications, The 1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17 Statute of Limitations 4.6.3, 12.2.6, 13.7 Stoppmg the Work 2.3, 4.3 6, 9.7, 10.3, 14 1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 Subcontractor, Defmition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10 10.2.1, 11.4.7, 11.4.8, 14.1, 14.2.1, 14.3.2 Submittals 1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3 6, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3 Subrogation, Waivers of 6.1.1, 11.4.5, 11.4.7 Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10.4.2, 12.2, 13.7 Substantial Completion, Definition of 9.8.1 AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #7 Substitution of Subcontractors 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14 5.2.3, 5.2.4 Time Limits on Claims Substitution of Architect 4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6 4.1.3 Title to Work Substitutions of Materials 9.3.2, 9.3.3 3.4.2, 3.5.1, 7.3.7 UNCOVERING AND CORRECTION OF WORK Sub -subcontractor, Definition of 12 5 1.2 Uncovering of Work Subsurface Conditions 12.1 4.3.4 Unforeseen Conditions Successors and Assigns 4.3.4, 8.3.1, 10.3 13.2 Unit Prices Superintendent 4.3.9, 7.3.3.2 3.9, 10.2.6 Use of Documents Supervision and Construction Procedures 1.1.1, 1.6, 2.2.5, 3.12.6, 5.3 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, Use of Site 7.1.3, 7.3.6, 8.2, 8.3 1, 9.4.2, 10, 12, 14 3.13, 6.1 1, 6.2.1 Surety Values, Schedule of 4 4 7, 5 4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2 9.2, 9.3.1 Surety, Consent of Waiver of Claims by the Architect 9.10.2, 9 10.3 13.4.2 Surveys Waiver of Claims by the Contractor 2.2.3 4.3.10, 9.10.5, 11.4.7, 13 4.2 Suspension by the Owner for Convenience Waiver of Claims by the Owner 14.4 4.3.10, 9.9.3, 9.10.3, 9.10 4, 11.4.3, 11.4.5, 11.4.7, 12.2.2.1, Suspension of the Work 13.4.2, 14.2.4 5.4.2, 14.3 Waiver of Consequential Damages Suspension or Termination of the Contract 4.3.10, 14.2.4 4.3.6, 5.4.1.1, 11.4.9, 14 Waiver of Liens Taxes 9.10.2, 9.10.4 3.6, 3.8.2.1, 7.3.6.4 Waivers of Subrogation Termination by the Contractor 6.1.1, 11.4.5, 11.4.7 4.3 10, 14.1 Warranty Termination by the Owner for Cause 3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10 4, 12.2.2, 4.3.10, 5.4.1.1, 14.2 13.7.1.3 Termination of the Architect Weather Delays 4 1.3 4.3.7.2 Termination of the Contractor Work, Definition of 14.2.2 1.1.3 TERMINATION OR SUSPENSION OF THE CONTRACT Written Consent 14 1.6, 3.4.2, 3 12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2, 9 8.5, Tests and Inspections 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2 3.1.3, 3.3.3, 4.2.2, 4.2 6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, Written Interpretations 10.3.2, 11.4.1.1, 12.2.1,13.5 4.2.11, 4.2.12, 4.3.6 TIME Written Notice 8 2.3, 2.4, 3.3 1, 3.9, 3 12.9, 3.12.10, 4.3, 4.4 8, 4.6.5, 5.2.1, Time, Delays and Extensions of 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 13.3, 14 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2 Written Orders Time Limits 1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 14.3.1 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9 8, 9.9, 9.10, 11.1.3, 11.4.1.5, AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #8 ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change m the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not mclude other documents such as bidding requirements (advertisement or invitation to bid, Instructions to Bidders, sample fomes, the Contractor's bid or portions of Addenda relating to bidding requirements) . 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a Subcontractor or Sub -subcontractor, (3) between the Owner and Architect or (4) between any persons or entities other than the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obhgations under the Contract intended to facilitate performance of the Architect's duties. 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally Including plans, elevations, sections, details, schedules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consistmg of the written requirements for materials, equipment, systems, standards and workmanship for the Work, and performance of related services. 1.1.7 THE PROJECT MANUAL The Project Manual is a volume assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications. 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be perfouiied by any trade. 1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents m accordance with such recognized meanings. 1.3 CAPITALIZATION 1.3.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Foiniat A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #9 numbered articles and identified references to Paragraphs, Subparagraphs and Clauses m the document or (3) the titles of other documents published by the American Institute of Architects. 1.4 INTERPRETATION 1.4.1 In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. 1.5 EXECUTION OF CONTRACT DOCUMENTS 1.5.1 The Contract Documents shall be signed by the Owner and Contractor. If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Documents upon request. 1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. 1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE 1.6.1 The Drawings, Specifications and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service through which the Work to be executed by the Contractor is described. The Contractor may retain one record set. Neither the Contractor nor any Subcontractor, Sub -subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the Architect or the Architect's consultants, and unless otherwise indicated the Architect and the Architect's consultants shall be deemed the authors of them and will retam all common law, statutory and other reserved rights, in addition to the copyrights. All copies of Instruments of Service, except the Contractor's record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants, and copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub -subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner, Architect and the Architect's consultants. The Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers are authorized to use and reproduce applicable portions of the Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants appropriate to and for use in the execution of their Work under the Contract Documents. All copies made under this authorization shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' copyrights or other reserved rights. ARTICLE 2 OWNER 2.1 GENERAL 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Subparagraph 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative. 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein. 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 The Owner shall, at the written request of the Contractor, prior to commencement of the Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Furnishing of such evidence shall be a condition precedent to commencement or continuation of the Work. After such evidence has been furnished, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Foiniat A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #10 2.2.2 Except for permits and fees, including those required under Subparagraph 3.7.1, which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. 2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site to the extent that such information is readily available to the Owner The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. 2.2.4 Information or services required of the Owner by the Contract Documents shall be furnished by the Owner with reasonable promptness. Any other information or services relevant to the Contractor's performance of the Work under the Owner's control shall be furnished by the Owner after receipt from the Contractor of a written request for such information or services. 2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 6.1.3 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second written notice to correct such deficiencies within a three-day period. If the Contractor within such three-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 GENERAL 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The teinr "Contractor" means the Contractor or the Contractor's authorized representative. 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. 3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 Since the Contract Documents are complementary, before starting each portion of the Work, the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Subparagraph 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work and shall observe any conditions at the site affecting it. These obligations are for the purpose AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #11 of facilitating construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies m the Contract Documents, however, any errors, inconsistencies or omissions discovered by the Contractor shall be reported promptly to the Architect as a request for information in such form as the Architect may require. 3.2.2 Any design errors or omissions noted by the Contractor durmg this review shall be reported promptly to the Architect, but it is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in the Contract Documents. The Contractor is not required to ascertain that the Contract Documents are m accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations, but any nonconformity discovered by or made known to the Contractor shall be reported promptly to the Architect. 3.2.3 If the Contractor believes that additional cost or time is involved because of clarifications or mstructions issued by the Architect in response to the Contractor's notices or requests for information pursuant to Subparagraphs 3.2.1 and 3.2.2, the Contractor shall make Claims as provided m Subparagraphs 4.3.6 and 4.3 7 If the Contractor fails to perform the obligations of Subparagraphs 3.2.1 and 3.2.2, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had perfourued such obligations. The Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents or for differences between field measurements or conditions and the Contract Documents unless the Contractor recognized such error, inconsistency, omission or difference and knowingly failed to report it to the Architect. Insert A: 3.2.4...E y entering intoal Aareement with Owner. Contractor acknowledaes t__j Contractor has examined_al documents pertainina to the work. examined the character of the site and existina structures 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 to Owner, Contractor acknowledges satisfactions) tQ tljg feasibilityspc, correctnesssf Contract Documents for construction and performance of the Work. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concernmg these matters. If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the jobsite safety of such means, methods, techniques, sequences or procedures. If the Contractor determmes that such means, methods, techmques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods, techniques, sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible for any resulting loss or damage Insert B: Where construction means. methods. techniaues. seauences and procedures are specified, either directiv.Ay, reference IQ industry standards. , otherwise.the Contractor shall review specified procedures and. if they will not produce the intended results. cannot be warranted, or otherwise are obiectionable to the Contractor, the Contractor shall Propose alternative procedures. _ Where 1wQ proposal a received it s timely manner, twig Contractor. �Y sianina the Agreement. l aareed tf�at tJ specified procedures are acceptable, warrantable sem, wji_I lg used IQ produce thg intended results. The Contractor is responsible for all coordination of all chanaes, created as a result of shop drawings, with the various subcontractors and suppliers under contract for work of the Contractor. 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for or on behalf of the Contractor or any of its Subcontractors. 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided m the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #12 3.4.2 The Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order. 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. Insert C:14.4 Contractors shall comply with the laws of the State of Washington relatina to prevailing waaes on Public Works proiects. 3.5 WARRANTY 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and nounal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. Insert D:AII 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 relatina to breach thereof shall survive substantial completion. final acceptance and final payment. Insert E: Foreign pipe will not be accepted by the Owner for use on the proiect. 3.6 TAXES 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or negotiations concluded. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities applicable to performance of the Work. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. 3.8 ALLOWANCES 3.8.1 The Contractor shall include m the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Poling A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #13 .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not m the allowances; .3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Clause 3.8.2.1 and (2) changes m Contractor's costs under Clause 3.8.2.2 3.8.3 Materials and equipment under an allowance shall be selected by the Owner m sufficient time to avoid delay in the Work. 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be m attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as bmdmg 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. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and subrmt for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of subrmttals which is coordinated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. 3.11 DOCUMENTS AND SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record field changes and selections made during construction, and one record copy of approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their subnuttal is to demonstrate for those portions of the Work for which submittals are required by the Contract Documents the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals which are not required by the Contract Documents may be returned by the Architect without action. 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable promptness and in AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #14 such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Submittals which are not marked as reviewed for compliance with the Contract Documents and approved by the Contractor may be returned by the Architect without action. 3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determmed and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the mfouuation contamed within such submittals with the requirements of the Work and of the Contract Documents. 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Architect. 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice the Architect's approval of a resubmission shall not apply to such revisions. 3.12.10 The Contractor shall not be required to provide professional services which constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be required to provide professional services in violation of applicable law. 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 Owner and the Architect will specify all performance and design cnteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided the Owner and Architect have specified to the Contractor all performance and design criteria that such services must satisfy. Pursuant to this Subparagraph 3.12.10, the Architect will review, approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. 3.13 USE OF SITE 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or otherwise altermg such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #15 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and sulTounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work, the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 3.15.2 If the Contractor fails to clean up as provided m the Contract Documents, the Owner may do so and the cost thereof shall be charged to the Contractor. 3.16 ACCESS TO WORK 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. 3.17 ROYALTIES, PATENTS AND COPYRIGHTS 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. 3.18 INDEMNIFICATION 3.18.1 To the fullest extent permitted by law and to the extent claims, damages, losses or expenses are not covered by Project Management Protective Liability insurance purchased by the Contractor in accordance with Paragraph 11.3, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, includmg but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or mdirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party mdemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18. 3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 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 under Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. Insert F: 3.18.3 EXTENT OF INDEMNIFICATION as follows: Insert G. It is the intent of the indemnification paragraphs herein above to require the Contractor to indemnify the 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 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 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 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 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 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 claim made by an employee of the Contractor against the Contractor itself. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #16 ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Architect" means the Architect or the Architect's authorized representative. 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. 4.1.3 If the employment of the Architect is terminated, the Owner shall employ a new Architect against whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the fonnier Architect. 4.2 ARCHITECTS ADMINISTRATION OF THE CONTRACT 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be an Owner's representative (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the one-year period for correction of Work described in Paragraph 12.2. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified in wntmg m accordance with other provisions of the Contract. 4.2.2 The Architect, as a representative of the Owner, will visit the site at intervals appropriate to the stage of the Contractor's operations (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 m general if the Work is bemg performed m a manner indicatmg that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will neither have control over or charge of, nor be responsible for, the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents, except as provided in Subparagraph 3.3.1. Insert H: On site observations made by the Architect are not intended in any way a review of the adequacy of the Contractor's safety measures. The Contractor is soley responsible for safe conditions in, on, or near the construction site. 4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. 4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. Communications between the Contractor or subcontractor and Architect's consultants or Owner's staff shall be limited to matters of information, security arrangements, or mcidental access; but in 110 case shall 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. 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, 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 nse 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. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #17 4.2.7 The Architect will 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 m the Contract Documents. The Architect's action will 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 perfoimance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. 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. 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes m the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion, will receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in canymg out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. 4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement is made concerning the time withm which interpretations required of the Architect shall be furnished in compliance with this Paragraph 4.2, then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after written request is made for them. 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or m the form of drawings. When making such interpretations and initial decisions, the Architect will endeavor to secure faithful perfoiniance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the teiins of the Contract. The terns "Claim" also includes other disputes and matters m question between the Owner and Contractor arising out of or relating to the Contract. Claims must be initiated by written notice. The responsibility to substantiate Claims shall rest with the party making the Claim. Insert_ I:4.3.1.1 i-. t- "G:: TR TI " . i. "u __DIATIIN" . -t-•. - • f . -• i . t -ir .I. -. i "D P TE RESOLUTION". Wherever in the Contract Documents reference is made to "arbitration" or "mediation". the term "dispute resolution" shall be deemed to be substituted in its place. 4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be initiated by written notice to the Architect and the other party. 4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as otherwise agreed in writing or as provided in Subparagraph 9.7.1 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #18 Owner shall continue to make payments in accordance with the Contract Documents. 4.3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observmg party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment m the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party in opposition to such determination must be made within 21 days after the Architect has given notice of the decision. If the conditions encountered are materially different, the Contract Sum and Contract Time shall be equitably adjusted, but if the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time, the adjustment shall be referred to the Architect for initial determination, subject to further proceedings pursuant to Paragraph 4 4. 4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arismg under Paragraph 10.6. 4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a wntten order for a minor change in the Work issued by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accordance with this Paragraph 4.3 4.3.7 Claims for Additional Time 4.3.7.1 If the Contractor wishes to make Clam -i for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. 4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnoinial for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. 4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. 4.3.9 If unit pnces are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes: .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination in accordance AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #19 with Article 14. Nothing contained in this Subparagraph 4.3.10 shall be deemed to preclude an award of liquidated direct damages, when applicable, in accordance with the requirements of the Contract Documents. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the Architect but excluding those arising under Paragraphs 10.3 through 10.5, shall be referred mitially to the Architect for decision. An initial decision by the Architect shall be required as a condition precedent to mediation, arbitration or litigation of all Claims between the Contractor and Owner arising prior to the date final payment is due, unless 30 days have passed after the Claim has been referred to the Architect with no decision having been rendered by the Architect. The Architect will not decide disputes between the Contractor and persons or entities other than the Owner. 4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take one or more of the following actions: (1) request additional supporting data from the claimant or a response with supportmg data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Architect is unable to resolve the Claim if the Architect lacks sufficient information to evaluate the merits of the Claim or if the Architect concludes that, in the Architect's sole discretion, it would be mappropriate for the Architect to resolve the Claim. 4.4.3 In evaluating Claims, the Architect may, but shall not be obligated to, consult with or seek information from either party or from persons with special knowledge or expertise who may assist the Architect in rendering a decision. The Architect may request the Owner to authorize retention of such persons at the Owner's expense. 4.4.4 If the Architect requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond, within ten days after receipt of such request, and shall either provide a response on the requested supporting data, advise the Architect when the response or supporting data will be furnished or advise the Architect that no supporting data will be furnished. Upon receipt of the response or supporting data, if any, the Architect will either reject or approve the Claim m whole or m part. 4.4.5 The Architect will approve or reject Claims by written decision, which shall state the reasons therefor and which shall notify the parties of any change in the Contract Sum or Contract Time or both. The approval or rejection of a Claim by the Architect shall be final and binding on the parties but subject to mediation and arbitration. 4.4.6 When a written decision of thc Architect states that (1) thc decision is final but subject to mediation and arbitration and (2) a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision, then failure to demand arbitration within said 30 days' period shall result in the Architect's decision becoming and binding upon -the Owner and Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, -sok decision -be entered -as evidence, but shall not supersede arbitration proceedings unless thc decision is acceptable to all parties concerned. 4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the Architect or the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor's default, the Architect or the Owner may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. 4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the Claim by the Architect, by mediation or by arbitration. 4.5 MEDIATION 4.5.1 Any Claim arising out of or related to thc Contract, except Claims relating to aesthetic effect and except those waived as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5 shall, after initial decision by the Architect or 30 days after submission AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #20 proceedings by either party. 4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall bei accordance -with the Construction Industry Mediation Rulcs-e€ the American Arbitration Association currently -in effect. Request for mediation -shall -be-filed - writing -with the other 4e the Contract and -with -the American Arbitration preceed-in advance of arbitration-er-legal-eP equitable proceedings, which shall -be stayed pending mediation for -a period -e€ -60 - days from the date of filing, unless stayed for a longer period by agreement of thc parties or court order. 4.5.3 .. ... .. . . Projects located, unless another location -is mutually agreed upon. Agreements reached -in mediation shall be enforceable settlement agreements in any court having jurisdiction thereof. 4.6 ARBITRATION 4.6.1 Any Clann arising out of or related to the Contract, except Claims relating to aesthetic effect and except those waived as provided for in Subparagraphs 4.3.10, 9.10.1 and 9.10.5, shall, after decision by the Architect or 30 days after submission of the Claim to thc Architect, be subject to arbitration. Prior to arbitration, the parties shall endeavor to resolve disputes by mediation in accordance with the provisions of Paragraph 1.5. 4.6.2 Claims not resolved by mediation shall -be decided by arbitration which, unless the parties mutually agree otherwise, sh 1 -be rt accordance -wait the Construction Industry Arbitration Rule, of -the American Arbitration Association currently -ire effect. The demand for arbitration shall be filed in wntmg with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Architect. 4.6.3 A demand for arbitration shall be made within the time limits specified in Subparagraphs 4.1.6 and 1.6.1 as apphcable, and -m other cases within -a reasonable time -after -the Claim -has arisen, and -m no event shall -it -be made-a€te± the -date when institution of-legal-er equitable proceeding, based on-stieh Claim would-be barred by -the applicable statute of limitations as determined pursuant to Paragraph 13.7. 4.6.4 itatien-041-Ease-ei Joinder. -Ne arbitration arising out of-ef relating-te the Contract shall include, by consolidation -of joinder -op -in any other manner, the Architect, the Architect's employees-er consultants, except by written consent containing specific reference-te the Agreement ander by -the Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parties other than thc Owner, Contractor, a separate contractor as described in Article 6 and other persons substantially involved in a common question ef-faet-er law whose presence -is required -if complete relief-iste-be accorded -in arbitration. -ie person-ef entity othcr4han the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an original third party or additional third p-te-an arbitration whose interest -of responsibility -is insub„ tantial. Consent-te arbitration mvolvmg an additional person-er- ei -shall not constitute consent 4e arbitration-ef-a Claim not described therein -er - -a person -er entity not named-er- described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented -to by partiea4e4he Agreement shall be specifically enforceable under applicable law -in any court having jurisdiction thereof. 4.6.5 Claims and Timely Assertion of Claims. The party filing a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. 4.6.6 Judgment -art -Final Award. -The award rendered by the arbitrator -et arbitrators shall -be final, and judgments be entered upon it in accordance with applicable law m any court having jurisdiction thereof. Insert J: Any controversy or claim arisina out of or related to the Contract. or theyreach thereof. except as provided in Subparagraph 4.2.13 with respect to the Architect's decisions on matters relatina to aesthetic effect and except for claims which have been waivedm. provided elsewhere is tbg Contract Documents. shall be decided by court of law under the reaular rules of civil procedure unless the parties hereafter mutually agree in writina to binding arbitration. this provision for litiaation in place of arbitration shall be called in these Contract Documents "dispute resolution". When elsewhere in the Contract Documents "arbitration" ja referred t1,tbg term "dispute resolution" shall jm, deemed substituted j l place thereof. when the term "demand for arbitration" or any phrase similar with similar meaning shall be used in the Contract Documents. there shall be deemed substituted in the place thereof the term "commencement of litiaation". Claims upon AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 Foiniat A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #21 which the Architect has given notice and rendered a decision shall be subiect to litigation if litigation is commenced within thirty=, days after Contractor's receiot noticed otherwise. suchliabliglitigation the disouteJ . waived._ Litigation mule commenced .. - • i - 'v- 4 .I - — •.. -v-. - - •.ft- .1 • -- r- rr th Ar hit- t. provided inParagraph 4.4 and no decision has been rendered. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perfoirn a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub -subcontractor. Insert K 5.1.3_ Architect_wiLagisleal directly, 'th any subcontractor. sub-subcontractorQ materials supplier unless aareed t4 with Contractor._ Contact wil _te made only throughlLe Contractor. Reauests_tor, informationsl clarification shall be routed through the Contractor. Insert L: x.1,3,1 In certain instances deemed appropriate by the Architect, for purposes of expediency. the Architect may communicate directly w subcontractors Qr, material suppliers concerning the work. NS such, communication shall become binding until properly directed through the General Contractor. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish m writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect will promptly reply to the Contractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of perfoiiuing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitute. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by teinrs of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #22 Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. Insert M:5,3,2 Contractor is fully responsible for acts and omissions of his subcontractors. and persons either directly or indirectly employed by them. or under their control. as he is for his own employees. Insert N: 5.13 Contractor is required to pay and discharge any liens or claims against the oroiect, The Owner will retain the right to withhold payment or make o.yment against liens until liens are satisfied. either during the course of the Work Q prior tolmj completion._ The Contractor] reouired_tq certify that, t�the best,ij knowledge.�Jj previous billings from his subcontractors and others have been paid. Insert 0:53.4 Nothing in the Contract Documents shall be construed to create any contractual relationship between any subcontractor and Owner or Architect. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termmation of the Contract by the Owner for cause pursuant to Paragraph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resultmg from the suspension. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided m Paragraph 4.3. 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules when directed to do so. The Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Other until subsequently revised. 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the Contractor under the Conditions of the Contract, including, without excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #23 apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which are payable to a separate contractor because of delays, improperly timed activities or defective construction of the Contractor The Owner shall be responsible to the Contractor for costs incurred by the Contractor because of delays, improperly timed activities, damage to the Work or defective construction of a separate contractor. 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor m Subparagraph 3.14. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK 7.1 GENERAL 7.1.1 Changes m the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents The Contractor shall be responsible for notifying the bonding and insurance company(s) of changes in the Work. 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. 7.2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect, stating their agreement upon all of the following: .1 change in the Work; .2 the amount of the adjustment, if any, in the Contract Sum; and .3 the extent of the adjustment, if any, in the Contract Time. 7.2.2 Methods used in determining adjustments to the Contract Sum may mclude those listed in Subparagraph 7.3.3. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 rioted below Electronic Format A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #24 7.3.2 A Construction Change Directive shall be used m the absence of total agreement on the teiins of a Change Order. 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods. .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 unit prices stated in the Contract Documents or subsequently agreed upon, .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 as provided in Subparagraph 7.3 6. 7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. 7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, mcludmg, in case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 costs of materials, supplies and equipment, mcludmg cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; .4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and .5 additional costs of supervision and field office personnel directly attributable to the change. 7.3.7 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 7.3.8 Pending final determination of the total cost of a Construction Change Directive to the Owner, amounts not in dispute for such changes in the Work shallbe included in Applications for Payment accompanied by a Change Order indicating the parties' agreement with part or all of such costs. For any portion of such cost that remains in dispute, the Architect will make an interim determination for purposes of monthly certification for payment for those costs. That determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a claim in accordance with Article 4. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #25 7.3.9 When the Owner and Contractor agree with the determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and shall be recorded by preparation and execution of an appropriate Change Order. 7.4 MINOR CHANGES IN THE WORK 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. 8.1.2 The date of commencement of the Work is the date established in the Agreement. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.8. 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.2 PROGRESS AND COMPLETION 8.2.1 Time limits stated m the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confuins that the Contract Time is a reasonable period for performing the Work. 8.2.2 The Contractor shall not knowingly, except by agreement or mstruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. Unless the date of commencement is established by the Contract Documents or a notice to proceed given by the Owner, the Contractor shall notify the Owner m writing not less than five days or other agreed period before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time 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. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered m the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by delay authorized by the Owner pending mediation and arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall may be extended by Change Order for such reasonable time as the Architect may determine. Insert P: 8.3.1.1 _Elba, Contractor) delayed jB, orosecution.sind. comoIetions t�m workly any cause bevond lm_ Contractor's control. Contractor shall havesq clairn_QL_Licibtsi actionla damages from Owner,fa anv such cause_QL 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 mav be awarded in writina by Owner provided: that written claim for extension of madely Contractor. throuahjag Architect.12 Owner. within?Q calendar dayg from he beginning oftji, alleged causefa, delay._ Owner reserves_tha rightla withhold arantina anv time extension al stipulated contract oeriod j.. about to exoire. Insert Q: 8.3.1.2 The Owner may waive its riaht to withhold arantina of time extensions and mav arant extensions of time for anv reason. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #26 Insert R: 8.3.1.3 The Contractor shall n_ot be entitled to recovery of damaaes or extra compensation of any kind for time delays resulting. in any way. from Contractor's failure...a. inability t, perform _sill_ portions , phases silba work. throuahout the course of the project. in full compliance with Contract Document reauirements. Insert S: 8.3.1.4 _AjayQr each delay v i ,_tg considered _2 sinale event. NQ consideration ..1ziajig. aiven .1211_1Q. compounding of delays. 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3. 8.3.3 This Paragraph 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. Insert T. $3.4 No extension of time for compensation will be allowed for delays or suspensions caused by or contributed to by the fault or nealiaence of Contractor. Insert U: Work that deviates from the Contract Documents and the Architect reauires to be corrected, are not grounds for time extensions. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. Insert_ V:9.1.2_ Tome contract sum. ar cli any agreed variations thereof shall include,alj taxes imposedfy.Liw_ including. Staten ,Local Sales Tax. For each oroaress payment. a proportionate amountQf sales tax will be collected from i 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 reauired by law. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such foiiii 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. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At 1 ast ten day;, before the date e abl h ed forte progresa payment, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Pro2ress payments will be made to the Contractor on a monthly basis, providing the Contractor shall submit to the Architect properly executed Application and Certificate for Payment for work performed the previous month, by the first working day of each month. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for in the Contract Documents. The foul' of Application for Payment shall be AIA Document G702, Application and Certificate for Payment, supported by AIA Document G703 or Architect's Standard Foini, Continuation Sheet; notarized. 9.3.1.1 As provided in Subparagraph 7.3.8, such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change Orders. 9.3.1.2 Such applications may not include requests for payment for portions of the Work for which the Contractor does not intend to pay to a Subcontractor or material supplier, unless such Work has been perfoiuied by others whom the Contractor intends to pay. Insert W: 3.1.3 _ Prior i t releasees any funds (first Proaress Pavment)._the Contractor shall submit...a J subcontractors. construction schedule. schedules of values and a Statement of Intent to Pay Prevailina Waaes for himself n subcontractors properly sianedly_the DepartmentQf Laborer Industries. Refer t4 Section 01300 for additional reauirements. Insert X: 9.3.1.4 A sum not to exceed five percent (5%) of the monies earned by the Contractor on estimates durina the proaress of the improvement or work shall be reserved by the Owner. Said sum is to be retained by the Owner as a trust lr t tag Protection.sing payment any oerson_a persons. mechanic, subcontractors material supplier , shall AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #27 perform any, labor upon such contractor tai doina t work.��!jil accordance.. j jl t�f g, reauirements,Q Chapter 60.28.011 RCW. in lieu of cash retainage. the Contractor may post a bond in accordance with Chapter 60.28 RCW. Insert Y. 9.3.1.5 No money will be retained on sales tax. 9.3.2 Unless otherwise provided m the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved rn advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon m writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such matenals and equipment or otherwise protect the Owner's interest, and shall include the costs of applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of hens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determmes is properly due, or notify the Contractor and Owner m writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data comprrsmg the 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 to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will 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 other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described m Subparagraph 3.3.2, because of: .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #28 .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. 9.5.2 When the above reasons for withholdmg certification are removed, certification will be made for amounts previously withheld. 9.6 PROGRESS PAYMENTS 9.6.1 A€tet the Architect -hay icsucd-a Certificate for Payment, the Owner shall make payment -hi -the manner and within -the - time provided m the Contract Documents, and shall so notify the Architect. For each properly executed application for payment package submitted by the Contractor, the Owner shall reimburse the Contractor the amount certified by the Architect b the last day of the month followm= the month of the performance of the work. Insert Z. Priori fin payments" retained monies and/or unpaid balances"the Contract Sum.; tg Contractor shall submits himselfi _fg_r eachsf hi. subcontractors tai Affidavits" Waaes Paid sianedly thy, Departments" Labor Industries. toaether such other submittals_m, reauiredlyj,@, contract documentss�cn . mavla reauiredly the Owner. 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflectmg percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors m a similar manner 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor except as may otherwise be required by law. 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.6.2, 9.6.3 and 9.6.4 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contactor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. 9.7 FAILURE OF PAYMENT 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #29 Contractor's reasonable costs of shut -down, delay and start-up, plus interest as provided for in the Contract Documents. 9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents 9.8.3 Upon receipt of the Contractor's list, the Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. 9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety, if any, the Owner shall make payment of retamage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Clause 11.4.1.5 and authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used m order to determine and record the condition of the Work. 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on-site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #30 Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencmg that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such hen. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay m discharging such lien, mcluding all costs and reasonable attorneys' fees. Retainage shall not be paid until the Contractor has obtained certification or approvals required by law, 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 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 acceptance by the Yakima City Council. Such acceptance shall be due promptly upon the issuance of the Architect's final Certificate for Payment and Owner's receipt of Contractor's submissions required by this Section 9.10. 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than retamage stipulated m the Contract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.10.4 The making of final payment shall constitute a waiver of Clam -is by the Owner except those arising from: .1 hens, Claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the perfoiinance of the Contract. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may be affected thereby; AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #31 .2 the Work and materials and equipment to be Incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub -subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are m addition to the Contractor's obligations under Paragraph 3 18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. Insert AA: 10.2.8 Contractor is solev and completely responsible for conditions of iob site in connection with work of the Contract. including safety Sf I persons _gal, property. preparatory ..12.01u1 during performance sLae, Work._ This reauirements applies continuously and is not limited to normal workina hours. Insert AB: 10.2.9 Contract documents. and all ioint and subseauent phases of construction are aoverned. at all times by applicable provisions. amendments. etc.. of governmental laws. reaulations and ordinances. Insert AC. 10.2.10 _ Duty sf Architect, al Owner's representative tQ conduct construction review 2 Contractor's performance J ,1LQt intended IQ include review adeauacv Sf Contractor's safety measures la, SC nearLie_ construction site. 10.3 HAZARDOUS MATERIALS 10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a matenal or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. 10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, m the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish m wnting to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #32 objection. When the material or substance has been rendered harmless, Work m the affected area shall resume upon written agreement of the Owner and Contractor. The Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut -down, delay and start-up, which adjustments shall be accomplished as provided m Article 7. 10.3.3 Ta the fullest extent permitted by law, the Owner -shall indemnify and -held harmlesa the Contractor, Subcontractors, Architect, Architect':, consultant) and agents and employee) of -any of them from and against claims, damages, lossea and expenses, including but not limited-te attomcys'-€ees; arising out of-er resulting performance -e€ --he Work -in -the affected area4f-+n-faet the materials substance presents -the risk-ef bodily mlury-er death -as described -in Subparagraph 10.3.1 and -has - net been rendered harmless, provided that such claim, damage,4ess— expenses attributable4e bodily injury, sickness, disease OF death,-er-te injury-te-er destruction -of tangible property -Father -than -the Work -itself) and provided -that such damagc,4ess-e - expense is not duc to the sole negligence of a party seckmg mdemnity. 10.4 The Owner shall not be responsible under Paragraph 10.3 for materials and substances brought to the site by the Contractor unless such materials or substances were required by the Contract Documents. 10.5 if without negligence -en -the part of the Contractor, -the Contractor -is -held liable for the cost -e€ remediation-e€-e- hazardouc, materials substance s� by reason of performing Work -as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense thereby incurred. 10.6 EMERGENCIES 10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided m Paragraph 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: .1 claims under workers' compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; .4 claims for damages insured by usual personal injury liability coverage; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .6 claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; .7 claims for bodily injury or property damage arising out of completed operations; and .8 claims involving contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18. Insert AD: The Contractor shall obtain liability insurance covering all work of his own and that of his subcontractors. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #33 Insert AE: The Contractor shall not commence work until he has obtained all insurance reauired nor shall the Contractor allow anv subcontractor to commence work on his subcontract until all similar insurance reauired of the subcontractor has been so obtained, The Contractor shall carry the following insurance for the duration of the Contract: Insert AF. Compensation Insurance: The Contractor shall carry Worker's Compensation insurance for all his employees employed_att� site tf proiect. The Contractor shall require...Le subcontractor's similarlyIQ provide Worker's Compensation insurance for all of the latter's employees. For anv employees not subiect to the State Act. the Contractor shall provide ,fin , shall cause each subcontractor t� provide compensation insurance _Atit12_0, private company inn �n amount eauivalent to that provided by the Worker's Compensation Statute. but no less than a $1.000,000 limit of liability. for the protection of his employees not otherwise protected, Insert AG: The Contractor shall comply t at 1 reauirementsi conditions_pf,ag Stated Washinaton Workers' Compensation Law. ..Q v i gi , rules. regulations _51.0A decisions made duringt� duration „gi this contract. _ The • r- t•r h.II .v - th • in -r-.116...4!^11 • th- •wn-r u - f •, . I• •..u.•-. .r - .-n -whi ht - m - n suffer by failure of the Contractor to comply with the above, Insert AH. Comprehensive General Liability r Automobile Liability Insurance: _Tag, Contractor shall take_out and maintain during the life of this contract and longer where indicated. the following coverages: Insert Al: The City of Yakima shall be named as additional insureds for liablity arising out of work under this contract as a result of nealiaence. real or alleaed. on the part of the Contractor. his subcontractors and their subcontractors. The policy shall permit "cross liability". the situation of insured against insured. Insert AJ: Coveraae and minimum limits of liability shall be as follows. Comprehensive General Liability (Including Premises -operations; independent contractors' protective; products and completed operations, broad faun property damage): Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Aggregate, Products and Completed Operations Property Damage: $1,000,000 Each Occurrence $1,000,000 Aggregate Products and Completed Operations Insurance shall be maintained for a minimum period of two years after final payment and Contractor shall continue to provide evidence of such coverage to Owner on an annual basis during the aforementioned period. Property Damage Liability Insurance shall include coverage for the following hazards. Explosion, Collapse, Underground. Contractual Liability (Hold Harmless Coverage) for Bodily Injury; $1,000,000 Each Occurrence Property Damage: $1,000,000 Each Occurrence $1,000,000 Aggregate Personal Injury, with Employment Exclusion deleted: $1,000,000 Aggregate Comprehensive Automobile Liability (owned, non -owned, hired): Bodily Injury: $1,000,000 Each Person AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #34 $1,000,000 Each Accident Property Damage: $1,000,000 Each Occurrence Course of Construction Insurance Shall be as Follows: The Contractor shall carry the amount of the contract on an ALS 72 or similar foiin. Maximum $5,000.00 deductible. the contractor shall be responsible for the amounts under the deductible. The City of Yakima all subcontractors and the City of Yakima Architect/Engineering Consultants shall be named as additional insured." 11.1.2 The insurance required by Subparagraph 11 1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintamed without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be mamtamed after fmal payment. 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and 1 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE 11.3.1 Optionally, the Owner may require -the Contractor4e purchase and maintain Project Management Protective Liability insurance from -the Contractor':, usual source i -as primary coverage for -the Owner's, Contractor's and Architect's vicarious liability for construction operationa under -the Contract. Unless otherwise required by the Contract Documcnts,-the Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaming such optional insurance coverage, -aid the Contractor shall note responsible for purchasmg-axy othcr liability insurance -eft behalf of -the Owner.-The- minimum wner.- he- mi rum Immta-ef liability purchased-with-sieh coverage-be-egual-te the aggregate of the limits required for Contractor's Liability Insurance undcr Clauses 11.1.1.2 through 11.1.1.5. 11.3.2 4=e the extent damage, aro covered by Project Management Protective Liability insurance, the Owner, Contractor and 11.3.3 The Owner shall not require the Contractor4e include the Owner, Architect -et other persons -et entitica-as additional insureds on the Contractor's Liability Insurance coverage under Paragraph 11.1. 11.4 PROPERTY INSURANCE 11.4.1 Un1eii otherwise provided, tho Owner -shall purchase and maintain, -ii -a company or companies' lawfully authorized4e- de business -ii tho jurisdiction -i-whieh the Project 4s located, property insurance written -oft -a builder's risk "all risk" -er- equivalcnt-policy form -ii the amount -e€ tho initial Contract Sum, -plea value -of subsequent Contract modifications and-eest of materials supplied -et installed by others, comprising -fetal value for the entire Project -at -the -site on -a replacement cost basis er otherwise-agreed-iu writing by all persona and entities who -are beneficiaries-e€-s±eh insuranec, payment-kas been made -as provided -ii Paragraph 9.14 -et -until -tie person -et entity othcr than -the Owner haa-au insurable interest -in the property required by thin Paragraph 11.1-te-he covered, whichever 4s later. -his insurance -shall include interests -of the Owner, the AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #35 Contractor, Subcontractors and Sub subcontractors in the Project. 11.4.1.1 Property insurance -shall be against the perils : . - vandalism, malicious, mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary building:, and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover r sonablc compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. -an "all risk" -of equivalent-peliey form and shall include, without limitation, insurance 11.4.1.2 If the Owner docs not intend -te purchase -such property insurance required by -the Contract and -with all of the coverages -in the amount described above, the Owner shall -se -inform -the Contractor -in writing prior-te commencement of the Work. 4 -he Contractor -nay -then effect insurance .� -will protect the interest., -e€ the Contractor, Subcontractors and Sub subcontractors -nn -the Work, and by appropriate Change Order the cost thereof shall -be charged -te the Owner. -If the Contractor -is damaged by -the failure-ee neglect -of the Owner-te purchase-er maintain insurance -aa described above, without so 11.4.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. 11.4.1.4 This property insurance shall cover portions of the Work stored off the site, and also portions of the Work m transit. 11.4.1.5 Partial occupancy-er usc-nn accordance -with Paragraph -9-9. shall not commence -n-1441 the insurance company companies, providin_ property insuranc e consented -to -such partial occupancy use by endorsement -e+' otherwise. -The - Owner and the Contractor shall -take reasonable -ateps-te obtain consent of the insurance company -e} companies, and shall, without mutual written consent,-take-ne action nth respect-te partial occupancy-ef use -that would cause cancellation, -lapse -er- re duction ancellation,-lapsereduction of msurancc. 11.4.2 the Contract Documents. -ef by -law; which shall specifically cover Leh wed objecta during installation and -until final acceptance by the Owner; this insurance shall me in the Work, and the Owner and Contractor shall be named insureds. 11.4.3 Owner against loss -e€ use of the Owner's property due to fire or other hazards, however caused. The Owner waives' all rights of action against the Contractor for4eas-e€ use of the Owner's property, including consequential losses due to fire or other hazards however caused. 11.4.4 If the Contractor requests in writing that insurance for risks other than those described herein or other special causes of less be included in the property insurance policy, the ' .. , '. .. the cost thereof shall be charged to the Contractor by appropriate Change Order. 11.4.5 If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent to the site by property insurance under policies separate from those inuring the Project, or if after final payment property insurance is to be provided -en the completed Pr jest through-a-pulley-er policies other -than those insuring -the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.1.7 for damages caused by fire or other causes-e€4e6a covered-by-tla separate property insurance. All separate policies -shall provide-tlnna waiver -e€ subrogation by endorsement or otherwise. 11.4.6 Before -an exposure-te-less may occur, -tire Owner -shall file with -the Contractor -a copy-e€-eaeh-peliey-that includes insurance coverages required by -this Paragraph 11.4.-Baehh-policy-shall contain all generally applicable conditions, definitions, exclusions and endorsement:, related to this Projcct. Each policy shall contain a provision that the policy will not be canceled or allowed-te expire, and -that its limit:, will not -be reduced,-until-at4east prior written notice has been given-te the Contractor. 11.4.7 WitiveFs-e€ -Sohrogotion, the Owner and Contractor waive all -rights against (1) each other and any -e€ their subcontractors, sub subcontractors, agents, and employees, -eae1 -e€ the other, -and (2) -the Architect, Architect's' consultants, separate contractors described in Article 6, if any, and any of their subcontractors, sub subcontractors, agents and employees, for damages caused -by -fife -of other causes of-less4o the extent covered by property insurance obtained pur3uant-te4his Paragraph AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #36 11.4 -of other property insurance apphcable-e-the Work, except such -rights -as -they have -e proceed:,-of-snel} msurance-held by the Owner as fiduciary. The Owner or Contractor, as appropriate, -shall require of the Architect, Architect's consultants, separate contractor) described -in Article-6�-rf and the subcontractors, sub subcontractors, agents -and employees-e€-an-y-ef them, by appropriate agreements, written where legally required for validity, similar waivers -each -i favor of other parties enumerated herein. The policies -shall providewaivers of subrogation by endorsement -et otherwise. -A waiver-ef subrogation -shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurances directly indirectly, and whether -et not -the persons entity had an insurable interest m the property damaged. 11.4.8 A4ess insured under Owner's property msurance-shall be adjusted by the Owner -as fiduciary and made payable-te the Owner aa fiduciary for the insureds, -as their interests -ray app ar, subject-te requirements of --airy applicable mortgagee clause and -of Subparagraph 11.1.10. -The Contractor shall pay Subcontractors their -jest shares of msurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractora-te make payments to their Sub subcontractors m similar manner 11.4.9 If required in writing by a , - . ' • • , • - - • - - - , e, for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit -me separate account proceeds -se received, which -the Owner -shall distribute -in accordance -with such agreement as the parties in interest may reach, or ui accordance with an arbitration award in which case the procedurc shall be as convenience, replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7. 11.4.10 The Owner -a& fiduciary shall have power -to -adjust and settle -a -less insurers unless one of the parties -in interest shall-eb-ject in writing within -Five -days after occurrence of -less to the Owner's exercise of this power; if such objection is made, settlement with insurcra-in accordance -with directions of the arbitrators. -If distribution -4 insurance proceeds' by arbitration-is- required, rbitrationrequired, the arbitrators will direct such distribution. 11.5 PERFORMANCE BOND AND PAYMENT BOND 11.5.1 and payment-ef obligations arising thereunder -as stipulated -in bidding requirements -e specifically -ii the Contract Documents on -the date of execution -4 the Contract. "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 to one hundred percent (100%) of the contract sum plus Washington State sales taxes." 11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.1 UNCOVERING OF WORK 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed m the Contract Documents, it must, if required in writing by the Architect, be uncovered for the Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to examme prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents, correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. 12.2 CORRECTION OF WORK 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #37 12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to confoto the requirements of the Contract Documents, whether discovered before or after Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense 12.2.2 AFTER SUBSTANTIAL COMPLETION 12.2.2.1 In addition to the Contractor's obligations under Paragraph 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Subparagraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Paragraph 2.4. 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Paragraph 12.2. 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner 12.2.4 The Contractor shall bear the cost of correctmg destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 12.2.5 Nothmg contamed in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the one-year penod for correction of Work as described m Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time withm which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. 12.3 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropnate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project Is located. "Contractors shall comply with Chapter 18.27 RCW relating to Contractor registration and Chapter 38.08 RCW relating to Contractor's bond." 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an institutional lender providing construction AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #38 financing for the Project. In such event, the lender shall assume the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment. 13.3 WRITTEN NOTICE 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address lcnown to the party giving notice. 13.4 RIGHTS AND REMEDIES 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, nghts and remedies otherwise imposed or available by law. 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 13.5 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordmances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests, mspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and mspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are received or negotiations concluded. 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Subparagraph 13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided m Subparagraph 13.5.3, shall be at the Owner's expense. 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense 13.5.4 Required certificates of testing, mspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testmg. 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. 13.6 INTEREST 13.6.1 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD 13.7.1 As between the Owner and Contractor: .1 Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #39 deemed to have accrued in any and all events not later than such date of Substantial Completion; .2 Between Substantial Completion and Final Certificate for Payment. As to acts or failures to act occurrmg subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment; and .3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any Warranty provided under Paragraph 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Paragraph 12.2, or the date of actual commission of any other act or failure to perfoi a any duty or obligation by the Contractor or Owner, whichever occurs last. Insert AL: 13,12 NON DISCRIMINATION Insert AM: .1 All •n r. • h.11 .m.l w' . t - W. hin in •' rimin.ti with all aDolicable portions of the Title VII and the Civil Riahts Act of 1964. Insert AN: 13.12.2 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 (Title 29CFR, Part 30). Insert AO: 13.12.2.1 Th- •ntrt will .t •.i rimin.t- .•.in t .n at race. creed. color. national origin, sexQr age. The Contractor will ensure that applicants are emploved n that employees are treated during employment without reaardj their race. creed. color. national origin sex,wr age. Such action shall include. jwtatla following:_ Employment uparadina. demotion transfer. recruitment recruitment advertisina. layoff or termination, rates of pay or other forms of compensation and selection for trainina. li nt f m nt Insert AP: 1 T • in .II I• fir - .I• -- .r'•• . •- r f • -u.. -- •r'•..r.-r f employees olaced wit fir, employment aaency, unions other firm sr aaencv. state thaj ij aualified applicants will receive consideration for employment without regard to race. creed, color. national oricin. sex or aae. The words "eaual opportunity employer" in advertisements shall constitute compliance with this section. Insert AQ: 13.12.2.3 f Contractor will send each labor unions reoresentative4 workersJw't„J_i which t)gt w collective baraainina aareement,wr other contract understandina_g notice advisinQ.t g said labor unionQ workers' representative of the Contractor's commitments under this section. Insert AR: 1 .1 2.4 oat . •r - . • VI I • 1- f. n. th -- ...•r.. m -v • • fi or purchase order for the goods or services which are the subiect matter of this contract. Insert AS:13.12.3 Imo, jhg, events noncom fiance by the contractor with any of the nondiscrimination provisions of thg contract.t13a contracting aaency shall havetthg riaht_aLlta option. t2, cancellbg contracts wholes is part, _,.fjag_ 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 aoods or services which have been received and accepted. Insert AT: 1 .1 . . 1. • •I . .•• .• - -• .I, i• .11... i .•i- . • v 70.92 RCW relating to provisions for the aaed and physically handicapped." ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: .1 issuance of an order of a court or other public authority having jurisdiction which requires all Work to be stopped; AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #40 .2 an act of government, such as a declaration of national emergency which requires all Work to be stopped; .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated m the Contract Documents; or .4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Subparagraph 2.2.1. 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion, or 120 days in any 365 -day period, whichever is less. 14.1.3 If one of the reasons described m Subparagraph 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, mcluding reasonable overhead, profit and damages. 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, ternunate the Contract and recover from the Owner as provided in Subparagraph 14.1.3. 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper matenals; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Paragraph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. Upon request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in fmishing the Work. 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #41 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Architect, upon application, and this obligation for payment shall survive termination of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work m whole or in part for such period of time as the Owner may determine. 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases m the cost and time caused by suspension, delay or interruption as described in Subparagraph 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent: .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall: .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. 14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed. Insert AU: ARTICLE 15 STATUTORY PROVISIONS Insert AV. 15.1.1_ Comply \NI 1tl I, applicable codes. ordinances. reaulations_n , statutory provisions relatinal,Q Public works, including, but not limited to, the following: Insert AW: 1. Chapter 70.92 RCW relating to provisions for the aging and physically handicapped. Insert AX: Insert AY: Insert AZ 4 hooter 49 28 RCW Relating to hours of labor Insert BA: 5. Chapter 49.60 RCW relating to discrimination. Insert BB: 6. Chapter 39.08 RCW relating to Contractor's bond. insert BC: 7. ..t- 1: • A - ' • • -.' . lei • • t i• Insert BD: t r I i 1.111 1.32a_/. 9. Chapter 60.28 RCW relating to retainage Insert BF: 10. Chapter 49.17 RCW relating to WISHA and all r tl and regulations prom Haat d. Insert BG• 11 WAC 51-11 Washington State En ra Code Insert BH: -1 - . 'l. • V-2 i . 'em .i. '1.80r A' .. Insert BI: 13 WAC 51-16 Washington State B rilding ode Insert BJ: I 1- ; r -I. I. • A. - 11 -r.• '-I• .1 - t. .. . Insert BK. 15. WAC 51-20 relating to Accessibility. Insert BL: 16 WAC 296-62 relating to Occupational Health Standards." AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 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 A201-1997 User Document: A201.DOC -- 2/15/2001. AIA License Number 108329, which expires on 4/7/2001 -- Page #42 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of: February 20, 2001 ITEM TITLE: A Resolution Authorizing Execution of an Architectural Design Services Agreement with KDF Architecture for Kissel Park Development SUBMIT"I'ED BY: Chris Waarvick, Director of Public Works Denise Nichols, Parks and Recreation Manager CONTACT PERSON/TELEPHONE: Denise Nichols, 575-6020 SUMMARY EXPLANATION: Staff respectfully requests Council consideration of the attached resolution authorizing execution of an agreement with KDF Architecture to provide design services, including development of bid documents, construction specifications, and project administration services for the Kissel Park project. If Council approves this request, site design services would begin March 1, and project construction would begin August 2001. Maximum costs for this element of the Kissel Park project will not exceed $15,300. Resolution X Ordinance Other (Specify) Contract X Mail to (name and address): KDF Architecture, 1310 North 16th Ave., Yakima, WA 98902 (Ref Project No, 200012) Please send a signed copy to Parks & Recreation Funding Source: Parks and Recreation Capital Budget Project — $15,300 APPROVED FOR SUBMITTAL: r7 City Manager STAFF RECOMMENDATION: Staff respectfully recommends adoption of the attached resolution authorizing execution of the Architectural Services Agreement with KDF Architecture for the Kissel Park project. BOARD/COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. R-2001-29 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 PFCTVED JAN 0 ,7 2002 redugamcKarad ADDENDUM NO. 2, December 28, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #1 1 NOTICE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL BIDDERS OF 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 INFORMATION INCLUDED HEREIN PERTINENT TO THOSE BIDS. 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 front cover of the Project Manual. ARCHITECTURAL ADDENDUM #1 #2 -Al ADDENDUM #1, ITEM #1-A2: CHANGE: To Read: "Pre-bid conference/tour of the site will be conducted at 9:00 a.m. on January 8, 2002 at KDF Architecture, 1310 North 16th Avenue, Yakima, Washington 98902. Attendance by General Contractors at pre-bid conference is mandatory to be considered as a qualified bidder." SPECIFICATIONS #2-A SECTION 00100, INSTRUCTIONS TO BIDDERS, Page 7, paragraph 1.20: 1. CHANGE: To read as follows: "The Work shall commence on the date of a written notice to proceed and shall be substantially complete in 180 calendar days. In the event that this established Contract Time will not allow the planting of grassand establishment of lawns in the optimum period the year for this activity, the Contractor may request a suspension of the Contract Time until the optimum planting season has been reached. Request for the suspension of the Contract Time must be made in writing and submitted to the City and Architect for review and acceptance no less than 30 days before the suspension is to begin. Acceptance of this suspension is contingent upon the remainder of the Work being substantially complete and will not be granted for any other activity other planting grass." #2-A SECTION 01500, CONSTRUCTION FACILITIES AND CONTROLS: 1. Page 1, Paragraph 1.1.A: CHANGE: To read as follows: "Temporary Utilities: Electricity, water and sanitary facilities." 2. Page 1, Paragraph 1.4, TEMPORARY LIGHTING FOR CONSTRUCTION LIGHTING: DELETE: This paragraph in its entirety. 3. Page 1, Paragraph 1.5, TEMPORARY HEAT: DELETE: This paragraph in its entirety. 4. Page 2, Paragraph 1.6, TEMPORARY VENTILATION: 44 DELETE: This paragraph in its entirety. 45 46 47 48 49 5. Page 3, Paragraph 1.12.B: CHANGE: This paragraph to read as follows: "Provide 6 foot high fence at areas where the Contractor deems necessary to protection the public from injury or against loss due to theft or vandalism." 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 2, December 28, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #2 6. Page 3, Paragraph 1.14, PROTECTION OF INSTALLED WORK: DELETE: Sentences B and C in their entirety. 7. Page 3, Paragraph 1.15, SECURITY: DELETE: Sentence B in its entirety. 8. Page 3, Paragraph 1.16, ACCESS ROADS: DELETE: Sentence D in its entirety. 9. Page 3, Paragraph 1.17, PARKING: DELETE: This paragraph in its entirety. 10. Pages 3 and 4, Paragraph 1.18, PROGRESS CLEANING AND WASTE REMOVAL: DELETE: Paragraphs B, C and E in their entirety. #2-A SECTION 02205 SOIL MATERIALS, Page 2, Paragraph 2.4A: 1. ADD: Sentence 7 as follows: "Presence of lead/arsenic limited to 250 ppm for lead and 20 ppm for arsenic. Representative sampling must be conducted and test results forwarded to the environmental engineer for approval prior to handling material." #2-A SECTION 02205 SOIL MATERIALS, Page 3, Paragraph 3.1B: 2. DELETE: This sentence entirely. #2-A SECTION 02110, Page 2, Paragraph 2.2A: 3. CHANGE: Contact to "Len Montague at (425) 836-4500." #2-A SECTION 02211, ROUGH GRADING, Page 2, Paragraph 3.3C: 4. DELETE: This sentence entirely. #2-A SECTION 02222, EXCAVATING, Page 2, Paragraph 3.2I: 5. DELETE: This sentence entirely. #2-A SECTION 02222, EXCAVATING, Page 2, Paragraph 3.2L: 1. CHANGE: To read as follows: "Stockpile excavated material in area designated on site in accordance with Section 02205 and 02207." #2-A SECTION 02223, BACKFILLING, Page 2, Paragraph 3.3F: 1. DELETE: This sentence entirely. #2-A SECTION 02225, TRENCHING, Page 2, Paragraph 3.2C: 44 1. CHANGE: This sentence to read as follows: 45 "Stockpile excavated material in area designated on site." 46 47 #2-A SECTION 02225, TRENCHING, Page 3, Paragraph 3.3C: 48 1. DELETE: This sentence entirely. 49 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 1 2 #2-A 3 4 5 6 7 8 9 10 11 12 #2-A 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 DRAWINGS 45 46 #2-A 47 48 49 ADDENDUM NO. 2, December 28, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #3 SECTION 02811, BIDDER DESIGNED LANDSCAPE IRRIGATION, Page 4, Paragraph 3.1B: 1. CHANGE: This paragraph to read as follows: "Coordination: Coordinate work of this Section with work of all adjacent and affected trades, including all necessary sequencing and timing of installation. Irrigation piping will be installed in contaminated backfill. After installation of piping, the irrigation contractor will need to delay installation of risers and fixtures until after the installation of marker fabric has been executed. Installation of risers and fixtures should be done such as to avoid contaminating topsoil with backfill." SECTION 02831, CHAIN LINK FENCES AND GATES, Page 2, Paragraph 2.2: 2. A. CHANGE: to read as follows "Line Posts: 2.375 inch outside diameter at 10' fence and 1.90 inch at 6' fence." 3. C. CHANGE: 1.75 inch to 1.66 inch. 4. D. CHANGE: 3.5 inch to 2.875 inch. 5. E. CHANGE: to read as follows "1.90 inch diameter at 10 foot high fence, 1.66 inch diameter at 6 foot high fence for welded fittings fabrication 6. F. CHANGE: to read as follows "Fence Fabric: 2 inch interwoven wire at 6' fence and 1-3/4 inch at tennis court fence, 9 gage thick, top salvage knuckle end, bottom salvage twisted and barbed." #2-A SECTION 02831, CHAIN LINK FENCES AND GATES, Page 3, Paragraph 2.3.C: 1. CLARIFY: Vinyl strips to be installed at the 6 foot high fence only. #2-A SECTION 02923, LANDSCAPE GRADING, Pagel, Paragraph 3.2B: 1. DELETE: This paragraph entirely. #2-A SECTION 02923, LANDSCAPE GRADING, Page 1, Paragraph 3.3F: 1. CHANGE: This paragraph to read as follows: "All surplus subsoil and topsoil must be disposed on site as fill material in Area 4." #2-A SECTION 02936, HYDROSEEDING: 1. DELETE: This section in its entirety. #2-A SECTION 02938, SEEDING: 1. ADD: This section as attached herein. DRAWING C2.1, NORTH SECTION PLAN, ALTERNATE BIDS: 1. CHANGE: Alternate Al to read as follows: "Base Bid includes an 8' wide asphalt pathway as indicated in the drawings. A portion of the pathway is shaded and a portion is not. This alternate deletes the portion of the pathway that 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 2, December 28, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #4 is NOT shaded. Deletion of this section of pathway requires the area where the pathway has been deleted to have marker fabric placed and 6" of clean, settled topsoil." 2. ADD: the following to Alternate A2: "Place maker fabric and 6" of clean, settled topsoil in the area where the picnic shelter and concrete approach walk has been deleted." 3. ADD: the following to Alternate A4: "Place maker fabric and 6" of clean, settled topsoil in the area where the Restroom Building has been deleted." 4. ADD: the following to Alternate A7: "Place maker fabric and 6" of clean, settled topsoil in the area where the basketball court has been deleted." #2-A DRAWING C2.1, SHEET NOTE #2: 1. ADD: "Survey datum is 1118.38." #2-A DRAWING C2.2, SOUTH SECTION PLAN, ALTERNATE BIDS: 1. CHANGE: Alternate Al to read as follows: "Base Bid includes an 8' wide asphalt pathway as indicated in the drawings. A portion of the pathway is shaded and a portion is not. This alternate deletes the portion of the pathway that is NOT shaded. Deletion of this section of pathway requires the area where the pathway has been deleted to have marker fabric placed and 6" of clean, settled topsoil." 2. ADD: the following to Alternate A2: "Place maker fabric and 6" of clean, settled topsoil in the area where the picnic shelter and concrete approach walk has been deleted." 3. ADD: the following to Alternate A4: "Place maker fabric and 6" of clean, settled topsoil in the area where the Restroom Building has been deleted." 4. ADD: the following to Alternate A7: "Place maker fabric and 6" of clean, settled topsoil in the area where the .basketball court has been deleted." #2-A DRAWING C5.1, DETAIL 14 AND 16/C5.1: 1. DELETE: Delete the requirement for the thicken edge at the asphalt. i KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 2, December 28, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #5 1 2 3 4 5 6 This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in 7 the body of the Plans and Specifications. 8 9 All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02938 SFFDING 1PART - GENERAL 1.1 SECTION INCLUDES A. Preparation of subsoil. B. Seeding, mulching and fertilizer. C. Maintenance. 1.2 RELATED SECTIONS A. Section 02205 - Soil Materials: Topsoil material. B. Section 02223 - Backfilling: Rough grading of site. C. Section 02225 - Trenching: Rough grading over cut. D. Section 02811 - Landscape Irrigation. E. Section 02923 - Landscape Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this Section. 1.3 REFERENCES A. FS O -F-241 - Fertilizers, Mixed, Commercial. 1.4 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.5 MAINTENANCE DATA A. Submit under provisions of Section 01700. B. Maintenance Data: Include maintenance instructions, cutting method and maximum grass height; types, application frequency, and recommended coverage of fertilizer. 1.6 QUALITY ASSURANCE A. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. 1.7 REGULATORY REQUIREMENTS SEEDING 02938 -1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02938 SEEDING A. Comply with regulatory agencies for fertilizer and herbicide composition. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. C. Deliver fertilized in waterproof bags showing weight, chemical analysis, and name of manufacturer. 1.9 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate with installation of underground sprinkler system piping and watering heads. 1.10 MAINTENANCE SERVICE A. Maintain seeded areas immediately after placement until an acceptable lawn is established , but not less than 90 days. If full maintenance period has not elapsed before the end of planting season, or if lawn is not fully established at that time, continue maintenance during next planting season. 3PART - PRODUCTS 3.12 SEED MIXTURE A. Seed Mixture: 1. Kentucky Blue Grass: 50 percent. 2. Chewings Red Fescue Grass: 30 percent. 3. Perenniall Ryegrass: 20 percent. 3.13 SOIL MATERIALS A. Topsoil: As specified in Section 02205. 3.14 ACCESSORIES A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks are not acceptable. B. Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast and slow release nitrogen, 50 percent derived from natural organic sources of urea -form, phosphorus, and potassium. SEEDING 02938 - 2 CITY OF YAKIMA KISSEL PARK Sill, IMPROVEMENTS C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. D. Herbicide: EPA registered and approved of type recommended by manufacturer. E. Erosion Fabric: Jute matting, open weave. F. Herbicide: EPA registered and approved of type recommended by manufacturer. G. Stakes: Softwood lumber, chisel pointed. H. String: Inorganic fiber. I. Edging: Plastic. 3.15 TESTS A. Provide analysis of topsoil fill under provisions of Section 01400. B. Analyze to ascertain percentage of nitrogen, phosphorus, potash, potassium, soluble salt content, organic matter content, and pH value. Analyze to ascertain percentage of nitrogen, phosphorus, potash, potassium, soluble salt content, organic matter content, pH value and lead/arsenic levels. Acceptable levels of lead/arsenic are 250 ppm for lead and 20 ppm for arsenic. C. Submit minimum 10 oz sample of topsoil proposed. Forward sample to approved testing laboratory in sealed containers to prevent contamination. Forward test results for lead/arsenic levels to environmental engineer for approval prior to hauling material • 4PART EXECUTION 4.12 EXAMINATION A. Verify that prepared soil base and topsoil is •ready to receive the work of this Section. 4.13 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. D. Mix thoroughly into upper 2 inches of topsoil. E. Lightly water to aid the dissipation of fertilizer. 4.14 SEEDING A. Sow seed with a spreader or a seed machine. Don not drop or broadcast seed when wind velocity exceeds 5 mph. SEEDING 02938 - 3 CITY OF YAKIMA KISSEL PARK all, IMPROVEMENTS B. Apply seed at a rate of 4 lbs per 1000 sq ft evenly in two intersecting directions. Rake in lightly. C. Do not seed areas in excess of that which can be mulched on same day. D. Do not sow immediately following rain, when ground is too dry, or during windy periods. E. Roll seeded area with roller not exceeding 112 lbs. F. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inches. Maintain clear of shrubs and trees. G. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. 4.15 SEED PROTECTION A. Identify seeded areas with stakes and string around area periphery. Set string height to 36 inches. Space stakes at 48 inches. B. Cover seeded slopes where grade is 4 inches per foot or greater with erosion fabric. Roll fabric onto slopes without stretching or pulling. C. Lay fabric smoothly on surface, bury top end of each section in 6 inch deep excavated topsoil trench. Provide 12 inch overlap of adjacent rolls. Backfill trench and rake smooth, level with adjacent soil. D. Secure outside edges and overlaps at 36 inch intervals with stakes. E. Lightly dress slopes with topsoil to ensure close contact between fabric and soil.' F. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches. 4.16 MAINTENANCE A. Maintain and establish lawns by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. B. Water lawn at a minimum of 1 inch per week. C. Mow grass as soon as there is enough top growth to cut with mower set at not more than 2- 1/2 inches. Repeat mowing as required to maintain specified height without cutting more than 40 percent of grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until blades bend over and become matted. Don not mow when grass is wet. D. Neatly trim edges and hand clip where necessary. E. Immediately remove clippings after mowing and trimming. SEEDING 02938 - 4 CITY OF YAKIMA KISSEL PARK Sim, IMPROVEMENTS F. Apply fertilizer to lawn after first mowing and when grass is dry. G. Roll surface to remove minor depressions or irregularities. H. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. I. Protect seeded areas with warning signs during maintenance period. END OF SECTION SEEDING 02938 - 5 WaS KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 JAN 14 2002 vk s w-e.,-c_.e9 ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #1 1 NOTICE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL BIDDERS OF 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INFORMATION INCLUDED HEREIN PERTINENT TO THOSE BIDS. 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 front cover of the Project Manual. ARCHITECTURAL SPECIFICATIONS #3 -Al SECTION 00010 ADVERTISEMENT FOR BID, Page 1, Paragraph 2: 1. CHANGE: To Read: "The City of Yakima, Washington will receive sealed bids from qualified contractors ONLY until 2:OOp.m., January 30, 2002 in the City Clerk's Office, City Hall, 129 North 2nd Street, Yakima, Washington 98902 . This final date for submission of bids is not less than 13 days from the date of first publication. Bids received after 2:OOp.m. will not be accepted. Bids will be opened and publicly read aloud immediately after the specified closing time in the Community and Economic Development Conference Room, 2cd floor, City Hall." #3-A2 SECTION 00010 ADVERTISEMENT FOR BID, Page 1, Paragraph 4, sentence 5: 2. CHANGE: To Read: "(509)575-5408 fax (509) 453-0293 #3-A3 SECTION 00100 ,INSTRUCTION TO BIDDERS, Page 1: 3. Paragraph 1.2A: CHANGE: To Read: "Sealed bids will be received in the City Clerk's Office, City Hall, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 p.m., January 30, 2002 for the project described in Article 1.3 of this section." 2. Paragraph 1.3A.2: CHANGE: To Read: "The cleanup was designed to minimise impact to the park design and to be cost effective. The cleanup plan divides the park into four areas, each with a different cleanup action. The objective of cleanup in Area 1 is to spread 4.5 inches of organic amendment uniformly across the entire area and deep till to disperse contaminants to a clean tested level. The upper 1.5 feet of organically amended soil from this area will then be used as a clean covering for contaminated soils in Areas 2 and 4. The objective of cleanup in Area 3 is to excavate and relocate the top 1.5 feet of contaminated soil to area 4 for containment. Area 3 will then be deep tilled to disperse remaining contaminants to a clean tested level. Organic amendments will then be added to the entire area and rototilled. 3. Paragraph 1.3A.: CHANGE: To Read: "The cleanup action in Area 2 varies. A portion of this area will have the top 2 feet of soil excavated and moved to Area 4 for containment. This section will have 1.5 inches of organic soil amendments spread uniformly over the area and rototilled. The remainder of the area will be covered with a marker fabric and minimum of 6 inches of clean soil from Area 1. All contaminated soil moved to Area 4 will be covered with marker fabric and either 6 inches of clean soil and seeded for grass lawns or paved with asphalt. KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #2 1 #3-A4 SECTION 00100, INSTRUCTIONS TO BIDDERS, Page 4, Paragraph 1.11A: 3. CHANGE: The third sentence to read: "The payee is the City of Yakima?' 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 #3-A5 SECTION 00100, INSTRUCTIONS TO BIDDERS, Page 5, Paragraph 1.15B: 1. CHANGE: the last sentence to read: "The Owner reserves the right to accept or reject any bid which is determined to be in the best interest of the City." #3-A6 SECTION 00200, BID FORM: 1. DELETE Page 2 of the Bid Form in its entirety and REPLACE with Page 2 as attached herein. #3-A7 SECTION 01010, SUMMARY OF WORK, Page 1, Paragraph 1.1A: 1. RECOMMENDATION: For assistance with establishing a Worker Protection Plan, it is recommended Contractors review the following report: "Update on Safe Working Practices Around Soils". This report is available on the world wide web at www.metroke.gov/health/hazzard/soilsamples. #3-A8 SECTION 01010, SUMMARY OF WORK, Page 1, Paragraph 1.2A: 2. ADD: The following sentence: "If ad e : cavation is required, the Contractor shall be -compensated based on a unit co square yard o .,. ditional earth excavated. The ucost/squared shall be established on tth Bid -Form." #3-A9 #3-A10 #3-A11 SECTION 01019, CONTRACT CONSIDERATIONS, Page 1, Paragraph 1.3E.11: 3. CHANGE: From "Hydoseeding" to "Seeding". SECTION 01030, ALTERNATES, Page 2, Paragraph 1.5F: 4. CHANGE: Dimensions of the concrete practice wall to 10' x 16' x 8". SECTION 01039, COORDINATION AND MEETINGS: 1. ADD: Page 1, Paragraph 1.1I Field Engineering. 2. ADD: Page 3, Paragraph 1.7 FIELD ENGINEERING as follows: A. Employ a Land Surveyor registered in the State of Washington and acceptable to Owner. af? cAn C. D. B. Contractor to locate and protect survey control and reference points. Control datum for survey is that shown on Drawings. Verify set -backs and easements, confirm drawing dimensions and elevations. E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. 48 #3-Al2 SECTION 02110, SOIL TREATMENT, 49 1. Page 1, Paragraph 1.3A: CHANGE: to read: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 2. Pagel, Paragraph 1.3B: 3. Pagel, Paragraph 2.1A: 4. Page 1, Paragraph 2.1B: 5. Page 2, Paragraph 2.2A: 6. Page 2, Paragraph 3.1: ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #3 "The Work of this Section includes the purchase and transportation to the site of 620 cubic yards of aged manure. The source of the manure shall be Monson Fruit in Selah, Washington. Contact Mike Monson at (509) 697-9175." CHANGE: to read: "The Work of this Section includes the purchase and transportation of 1200 cubic yards of wood chips. The source of the wood chips shall be the Boise Cascade Corporation's Timber and Wood Products Plant, Yakima Division. Contact Bill Howard at (509) 453- 3131." CHANGE: to read: "Organic Soil Amendments: A mixture of 2 parts wood chips and 1 part aged manure." DELETE: Paragraph 2.1B in its entirety. ADD: M&M Road Recycling has a larger tiller for the Road Reclaimer which can reach depths up to 24 inches. DELETE: Article 3.1 in its entirety. #3-A13 SECTION 02205, SOIL MATERIALS: 1. Page 1, Paragraph 1.1B: CHANGE: To Read: Organic soil amendment. 2. Page 2, Paragraph 2.1A: CHANGE: To Read: "Existing Area 1 soil with organic soil amendments deep tilled." 3. Page 2, Paragraph 2.2: CHANGE: The name of this paragraph to ORGANIC SOIL AMENDMENTS. 4. Page 2, Paragraph 2.2A: CHANGE: To Read: "Organic soil amendment consisting of aged manure and wood chips from the sources listed in Section 02110." #3-A14 SECTION 02223, BACKFILLING, Page 3, Paragraph 3.7C: 3. CHANGE: To Read: "Landscaped and grass areas: Compact native material to 85% maximum density. Compact farmed topsoil (soil with added organic amendments) by making a minimum of three passes with a rubber tire roller. Rake out all remaining ruts prior to seeding. #3-A15 SECTION 02275, RIPRAP, Page 1, Paragraph 2.1A: 1. CHANGE: To Read: "Riprap: Clean, loose river rock ranging in size from 2 inches to 8inches. Loose river rock shall meet the following requirements for grading: 10% - 30% 50% - 80% 10% - 30% Minimum Size 8 inch 4 inch 2 inch Maximum Size 4 inch #3-A16 SECTION 02790, TENNIS COURTS, Page 2, Paragraph 2.2A: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #4 1. CHANGE: The net posts from galvanised steel material to powder coated steel material, color green. 2. CHANGE: The lengths for the vision screen netting from "as indicated" to 9'-0". 3. ADD: Color for vision screen netting to be green. #3-A17 SECTION 02811, BIDDER DESIGNED LANDSCAPE IRRIGATION. Page 3: 4. Paragraph 2.1A: CHANGE: To Read: "Service Connection: Provide new 6 inch gate valve and 6 inch Schedule 40 pipe service connection to the Naches-Cowiche Irrigation District pressurized irrigation main in Mead Avenue. The exact location of the irrigation main in Mead Avenue is unknown, however it is assumed to be in the south half of the street. The location of the service connection tie-in is to be determined by the Bidder. The service connection can be anywhere along the Mead Ave. The site irrigation main is to connected to the Irrigation District main through the new gate valve. 5. Paragraph 2.1B.1 CHANGE: To Read: "Filtration: Provide an Arkal Galaxy multi -disc filter system with pressure actuated auto -flash system designed for a maximum flow of 300 gallons per minute." 6. Paragraph 2.1B.2 CHANGE: To Read: "Pump: Cornell brand pump sized to provide 250-300 gallons per minute over an 8 hour period. Pump cannot exceed 25 horsepower." #3-A18 SECTION 02938, SEEDING (Added in Addendum #2), Page 2, Paragraph 1.10A: 1. CHANGE: To Read: "The lawn establishment period shall begin immediately after the lawn planting has been accepted by the Architect and shall extend to the end of four mowings. It shall be the Contractor's responsibility to ensure healthy growth of the turf during this period. This care shall include all labor and materials necessary to keep the project in a presentable condition, including, but not limited to, removal of liter, mowing, trimming, removal of grass clippings, edging, insecticide and fungicide applications, weed control, repairing irrigation system, and repair and reseeding any damaged areas." DRAWINGS #3-A19 G0.2, SURVEY: 1. CHANGE: The Street reference at the northwest corner of the site to 32nd Avenue. #3-A20 G0.3, OVERALL SI'1'E PLAN, STYE CLEAN-UP AREAS: 1. AREA 1: CHANGE: To Read: "Area 1 is the cleanest portion of the site. Starting at the south fence of existing chain-link well enclosure, apply 4.5 inches of organic amendment uniformly across the entire area and deep till. Deep tilling is necessary to disperse contaminants to a clean tested level. The upper 1.5 feet of organically amended soil from this area is to be used as clean soil for covering contaminated soil in Areas 2 and 4. Fine grade per site grading plans. "Fine Grading" to be approved by Architect prior to seeding." 2. AREA 2: CHANGE: To Read: "Area 2 cleanup actions vary. Actions are specified as either excavation of over 2 feet in depth to a clean soil horizon followed by uniform application of 1.5 inches of organic amendment and rototilling; or, placing marker fabric over contaminated soil and a minimum KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #5 1 of 6 inches of clean soil from Area 1. Fine grade per site grading plans. "Fine Grading" to be approved by Architect prior to seeding." 3. AREA 3: CHANGE: To Read: "Area 3 requires the top 1.5 feet of soil to be excavated and moved to Area 4 for containment. The entire area is then to be deep tilled to disperse contaminants to a clean tested level. Schedule with environmental engineer for contaminant testing of remaining soil. Excavate any additional areas marked by engineer following testing. Rough grade to fill any basins. Grade per Grading Plan. Apply 1.5 inches of organic amendment and rototill entire area. "Fine Grading" to be approved by Architect prior to seeding." 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 #3-A21 C2.1, NORTH SECTION PLAN: 1. DELETE: The keynote reference 7 near the asphalt path. 2. CHANGE: The dimensions in Keynote A6description to10' x 16' x 8". #3-A22 2. 3. #3-A23 C4.2, SOUTH SECTION PLAN - UTILITIES C2.2, SOUTH SECTION PLAN: 1. CHANGE: Detail reference 11/C5.2 at concrete sidewalk to 8/C5.2. CHANGE: Detail reference 1/C6.1 at asphalt path to 7/C5.2. CHANGE: Detail reference 2/C6.1 at the tennis court perimeter to 8/C5.1. 1. ADD: 2. ADD: 3. ADD: 4. ADD: Sheet Keynote 4X at the south edge of the northeast triple court in 5 locations corresponding to the drain inlets shown. Sheet Keynote 4X at the north edge of the center east 4 court in 6 locations corresponding to the drain inlets shown. Sheet Keynote 4X at the north edge of the southeast double court in 1 location corresponding to the drain inlet shown. Sheet Keynote 4X at the north edge of the southwest double court in 2 locations corresponding to the drain inlets shown. #3-A24 C5.1, DETAILS: 1. Detail 24 CHANGE: Length of wall to 16'-0". 2. Detail 17 DELETE: Reference to Detail 17/C5.1 at Concrete Practice Wall. #3-A25 A6.1, RESTROOM AND STORAGE BUILDING: 1. ADD: MATERIAL KEYNOTES 02207B 1" to 2" DIAMETER RIVER ROCK 04270 GLASS UNIT MASONRY 04340 REINFORCED MASONRY UNITS 07611AMETAL ROOFING 07620 SHEET METAL FLASHING AND TRIM 2. Detail 14 CHANGE: Keynote 04400 to 04340 3. Detail 14 CHANGE: Keynote 07620B to 07611A 4. Detail 14 CHANGE: Keynote 07611 to 07620 #3-A26 A6.2, PICNIC SHELTER: 1. Detail 10 CHANGE: 2. Detail 11 CHANGE: 3. Detail 11 CHANGE: Detail reference 8/A2.2 to 9/A6.2 Detail reference 8/A2.2 to 9/A6.2 Detail reference 6/A2.2 to 7/A6.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 IAF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 4. ADD: ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #6 MATERIAL KEYNOTES 02205B COMPOST 02207A5/8" MINUS CRUSHED ROCK 02223ARECOMPACTION 02223B COMPACTION TESTING 03300 CAST -IN-PLACE CONCRETE 06112CMETAL WRAPPED FACIA 07611 METAL ROOFING 07620BMETAL CLAD WOOD FACIA #3-A27 A8.1, DETAILS: 1. ADD: MATERIAL KEYNOTES 03300 CAST -IN-PLACE CONCRETE 04340ACONCRETE MASONRY UNITS 07900 SEALANTS 08111 STANDARD STEEL DOORS 08112 STANDARD STEEL FRAMES 08700 DOOR HARDWARE MECHANICAL SPECIFICATIONS #3-M1 SECTION 15450, PLUMBING FIXTURES AND EQUIPMENT: 2. Page 3, Paragraph 2.2A.1 CLARIFY: The Acorn Model number should read "1953 -1 - ADA -3 -GE Dura Ware wall mounted ADA lavatory with air-trol valve, and grid strainer 3. Page 4, Paragraph 2.7: DELETE: The word "ELECTRIC". SUBSTITUTION REQUESTS Manufacturers allowed to bid as a substitution, provided they meet or exceed the requirements of the specification and drawings. SECTION 07611, CUSTOM SHEET METAL ROOFING 1. Metal Sales - Image II Roof Panels SECTION 08111, STANDARD STEEL DOORS SECTION 08112, STANDARD STEEL FRAMES 1. Shanahan's Manufacturing SECTION 11480, ATHLETIC EQUIPMENT 1. ADP Lemco SECTION 15450, PLUMBING FIXTURES 1. P-1 FLUSH VALVE Zurn-Aquavantage ZH6195AV KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 3, January 11, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #7 1 2. P-2 LAVATORY 2 Willoughby Industries - ES -1015 -HC 3 3. P-3 FLUSH VALVE 4 Zurn-Aquavantage ZH6190AV 5 4. P-4 FLOOR DRAINS 6 Zum Z-415 7 5. P-5 CLEANOUTS 8 Zurn ,Z-1400 9 6. P-7 WATER FOUNTAIN 10 Oasis MMRSL 11 Sunroc SF -2800 12 13 This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in 14 the body of the Plans and Specifications. 15 16 All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. 17 18 END OF ADDENDUM NO.3 trZb ATTENDEE: Lynn Reynolds James Bond Nathan Larsen Piper Hale Jim Gebhardt Richard Brangwin Steve Mettie Eric Hanson Tim Leavitt Richard J. Paul Jerry Reis Ron Butcher Tony Lien Steve Young Casey Champie Kurt Rains Jerry Russell Cevin Ladwig Sr. MEETING SIGN-UP SHEET DATE: JANUARY 8, 2002 PROJECT: KISSEL PARK SUBJECT: PRE-BID MEETING REPRESENTING: Paragon Construction James Bond Construction Piper Hale Landscape Services Piper Hale Landscape Services Strider Construction Ohno Construction Co. Superior Paving Good Fellow Brothers Apollo Construction JP Construction KSC, Inc. Colacurcio Brothers Construction Nutter Corporation Concord Construction, Inc. Concord Construciton, Inc. Rains Contracting Russell's Landscaping Superior Paving Co. Page 1 TELE. NO: (509) 534-4346 (509) 658-2618 (509) 728-0519 (509) 728-8496 (360) 380-1234 (206) 325-1529 (509) 248-6823 (509) 662-7111 (509) 586-1104 (503) 284-8412 (509) 627-1250 (360) 332-4044 (360) 573-2000 (509) 848-3363 (509) 848-3363 (509) 422-2326 (509) 966-6940 (509) 248-8376 tZZa n rrn ATTENDEE: Jim Maine Tyler Scott Brad Kessigner Joe Baldwin Bob Desgrosellier Jeff Brownlee Mike Montgomery Leonard L Frayo Jerry Evans Demian Walter Tom Mills Kevin Patrick Terry Patrick Larry Sali Skip Jansen Denise Nichols Corey Anson Brandon Dexler MEETING SIGN-UP SHEET DATE: JANUARY 8, 2002 PROJECT: KISSEL PARK SUBJECT: PRE -CONSTRUCTION MEETING REPRESENTING: City of Yakima All Phase Electric Poppoff Inc. Frigberg Construction City of Yakima Montgomery Irrigation Montgomery Irrigation MSI Construction Evans & Son Inc. P.L.S.A. Engineers Superior Asphalt TPC Terry Patrick Contractor TPC Columbia Asphalt JIJ Corporation City of Yakima Durands Inc. MRM PAGE 2 TELE. NO: (509) 575-6138 (509) 454-5093 (509) 575-8353 (360) 384-4369 (509) 575-6228 (509) 248-9046 (509) 248-9046 (509) 457-3634 (509) 575-0156 (509) 575-6990 (509) 930-1627 (509) 966-4103 (509) 966-4103 (509) 457-5494 (360) 738-3990 (509) 575-6138 (509) 452-4612 (509) 925-6000 ---- rl r7--\ r1 Art Len Montague Scott Stultz Todd Pike Evan Marney PAGE 3 MEETING SIGN-UP SHEET DATE: JANUARY 8, 2002 PROJECT: KISSEL PARK SUBJECT: PRE-BID MEETING REPRESENTING: TELE. NO: M & M Road Recycle (425) 836-4500 M & M Road Recycle (425) 606-1789 IMCO General Construction (360) 671-3936 Jack Horner Electric (509) 453-8520 CITY OF YAKIMA 129 NORTH 2ND STREET YAKIMA, WASHINGTON BID PROPOSAL FOR THE KISSEL PARK SITE IMPROVEMENTS YAKIMA, WASHINGTON City of Yakima Project No. 1800 TO: City Clerk City of Yakima The undersigned, having carefully examined the Contract Documents for the above project, as prepared by KDF Architecture dated November 9, 2001, and having viewed the site, submit the following bid proposal. BASE BID (not including WSST): The Base Bid Fixed Stipulated Sum is: (written in words) ($ ) UNIT PRICES: The Unit Price for additional excavation in Area 3 to reach clean tested level shall be: per square yard (not including WSST). The Unit Price for Imported Topsoil as specified in Section 02205 if any is required shall be: per cubic yard (not including WSST) ALTERNATES Alternate No. Al: Delete eight foot wide pathway. DEDUCT $ Alternate No. A2: Delete picnic shelter. DEDUCT $ Alternate No. A3: Delete parking lot light fixtures DEDUCT $ Alternate No. A4: Delete Restroom Building DEDUCT $ Alternate No. A5: Delete central tennis mall plaza DEDUCT $ Alternate No. A6: Delete concrete bang board DEDUCT $ Alternate No. A7: Delete basketball court and equip. DEDUCT $ BID FORM 00200 - 1 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 RECEIVED JAN 2 5 2002 ENGINEERING 1 NOTICE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL BIDDERS OF ADDENDUM NO. 4, January 25, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INFORMATION INCLUDED HEREIN PERTINENT TO THOSE BIDS. 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 front cover of the Project Manual. ARCHITECTURAL ADDENDUM #3 #4-A1 #3-A6, SECTION 00200, BID FORM, UNIT PRICES: 1. CHANGE: the quantity for the unit price for additional excavation in Area 3 from square yard to cubic yard. #4-A2 #3-Al2, SECTION 02110, SOIL TREATMENT, #1: 1. CHANGE: this paragraph to read as follows: "The Work of this Section includes the purchase and transportation 820 cubic yards of aged manure. The source of the manure shall be Monson Fruit in Selah, Washington. Contact Mike Monson at (509) 697-9175." #4-A3 #3-Al2, SECTION 02110, SOIL TREATMENT, #2: 1. CHANGE: this paragraph to read as follows: "The Work of this Section includes the purchase and transportation of 1,650 cubic yards of unscreened, aged wood chips. The source of the wood chips shall be the Boise Cascade Corporation's Timber and Wood Products Treatment Plant, Yakima Division. Wood chips must be purchased from and transported by Morton and & Sons, Inc. Contact Dick Morton at (509) 575-8887. Delivery to the site by Morton & Sons means transportation from Boise Cascade's yard to the site and stockpiled. Delivery DOES NOT include spreading material on site." #4-A4 #3-Al2, SECTION 02110, SOIL TREATMENT, #5: 1. CHANGE: the maximum depth for the Road Reclaimer from 24 inches to 20 inches. SPECIFICATIONS #4-A5 SECTION 02110, SOIL MATERIALS, Page 2: 1. ADD: Paragraph 3.1 as/(follows: 3.1 SOIL AMENDMENT APPLICATION A. Apply organic amendments in quantities indicated on Sheet G0.3 (as revised per Addendum #3) after topsoil stripping and before deep /tilling or rototilling. B. Wood chips may contain large pieces of broken concrete, large pieces of scrap steel, boulders, sticks or other deleterious materials. Remove all items that may be detrimental to the tilling equipment. Stockpile all deleterious material and arrange for disposal off-site. C. Deep till or rototill amendments into soil as required by Sheet G0.3 (as revised by Addendum #3). KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 4, January 25, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #2 1 #4-A6 SECTION 02811, BIDDER DESIGNED LANDSCAPE IRRIGATION, Page 3, Paragraph 2.1.B.1: 1. CHANGE: to read as follows: "Filtration: Provide a Netafim USA DISC-KLEEN 3 x 3 filter, waste water or ditches/canals model with 4" pressure sustaining valve after filter. 2. DELETE: reference to "Drain Field" and "Two lines of plastic infiltrators with crushed rock base, each 24 feet long." 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 #4-A7 SECTION 029831, CHAIN LINK FENCES AND GATES, Page 3, Paragraph 2.4: 1. CHANGE: Sentence A. from 2.0 oz/sq/ft to 1.2 oz/sq ft. 2. CHANGE: Sentence B. from 2.0 oz/sq ft to 1.8 oz/sq ft. #4-A8 SECTION 02938 (Added by Addendum #2) SEEDING: 1. DELETE: Page 2, Paragraph 2.3.B in its entirety. 2. DELETE: Page 3, Paragraph 3.2.A in its entirety. #4-A9 SECTION 10350, FLAGPOLES: 1. ADD: this Section as attached herein. DRAWINGS #4-A10 C2.1, NORTH SECTION PLAN: 1. DELETE: The detail reference 13/A5.1 from the curbs at the Parking Lot. 2. DELETE: All curbs around planters in the Parking Lot. 3. DELETE: Keynote 3P. #4-A11 A6.1, RESTROOM AND STORAGE BUILDING PLAN, SECTION AND DETAILS, DETAILS 5 AND 6: 4. CLARIFICATION: The electric hand dryers shown on these elevations are not in the Contract. SUBSTITUTION REQUESTS Manufacturers allowed to bid as a substitution, provided they meet or exceed the requirements of the specification and drawings. SECTION 11480, ATHLETIC EQUIPMENT 1. Goalsetter Systems. 2. Performance Athletics. ELECTRICAL DRAWINGS #4-E1 SHEET E1.1, ELECTRICAL PLAN - SITE PLAN ADD: Demolish electrical equipment associated with existing irrigation concrete weir box and two electrical meter bases as described in Note "1D", Sheet Notes, Sheet C2.1. Remove meters, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 4, January 25, 2002 Kissel Park Site Improvements KDF Project No. 200012 Page #3 meter bases, conduit, fittings, hangers, conductors, junction boxes and similar items associated with items noted. REVISE: Revise the locations of the type "AA" lighting fixtures to match the locations shown on Sheet C4.1. REVISE: If alternate bid "A3" is not accepted, delete type "AA" lighting fixtures, associated pole bases and circuits from project. Provide conduit only. Cap and stake conduit and designate for future use. See Sheet C2.1 for further information. #4-E2 SHEET E1.1, ONE LINE DIAGRAM REVISE: If alternate bid "A4" is not accepted, revise the enclosure types for the SUSE rated fused disconnect and for Panel "A" to be NEMA 3R rated enclosures. See Sheet C2.1 for further information. #4-E3 SHEET E1.2, NOTES REVISE: Note 3 to read as follows: "Provide SUSE rated fused disconnect for 120 volt circuit, Cutler Hammer DH221NRK or equal. #4-E3 SHEET E1.2, POWER PLAN - PICNIC SHELTER REVISE: If alternate bid "A2" is not accepted, delete the weatherproof receptacle, SUSE rated disconnect and associated circuit back to Panel "A". Install conduit, cap and stake and designate as a spare conduit. See Sheet C2.1 for further information. #4-E4 SHEET E1.2, LIGHTING FIXTURE SCHEDULE - APPROVAL OF SUBSTITUTIONS ADD: the following: Approval of Substitutions The following is a list of approved manufacturers which may be substituted for those specified in the lighting fixture schedule. This approval is an approval of quality only. No attempt has been made to check each material as to special features, capacities or physical dimensions especially required by this project. It shall be the responsibility of the supplier, manufacturer, and contractor to check all requirements before submitting for final approval. Final approval of exact features, sizes, capacities, etc. all of which must match materials indicated/specified, will be determined when submitted during construction period. Certain approvals are subject to conditions noted. Fixture Type B BB CC Manufacturer CD LIGHTING WF HARRIS CD LIGHTING WF HARRIS KIM LIGHTING Catalog Number VSL24-2-40-MB-GF-CW 240CP-2-32FL-HPF-120-FS V S G88-505-120-GF-HPF 80-50HPS-HPF-120-FS LTV10/SP/175MH120 This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. END OF ADDENDUM NO.4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 10350 FLAGPOLES 1PART - GENERAL 1.1 SECTION INCLUDES A. Aluminum flagpole, ground mounted. 1.2 RELATED SECTIONS A. Section 03300 - Cast In Place Concrete: Concrete base and foundation construction. 1.3 REFERENCES A. ASTM B241 - Aluminum and Aluminum -Alloy Seamless Pipe and Seamless Extruded Tube. 1.4 PERFORMANCE REQUIREMENTS A. Flagpole With Flag Flying: Resistant without permanent deformation to 50 miles/hr wind velocity; non -resonant, safety design factor of 2.5. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate detailed dimensions, base details, anchor requirements, and imposed loads. C. Product Data: Provide data on pole, accessories, and configurations. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Spiral wrap flagpole with protective covering and pack in protective shipping tubes or containers. C. Protect flagpole and accessories from damage or moisture. 2PART - PRODUCTS 2.1 MANUFACTURERS A. American Flagpole. B. Substitutions: Under provisions of Section 01600. 2.2 POLE MATERIALS FLAGPOLES 10350 - 1 CITY OF YAKIMA KISSEL PARK STYE IMPROVEMENTS SECTION 10350 FLAGPOLES A. Aluminum: ASTM B241, 6063 alloy, T6 temper. 2.3 POLE CONFIGURATION A. Outside Butt Diameter: 6 inches. B. Outside Tip Diameter: 3-1/2 inches. C. Nominal Wall Thickness: .188 inch. D. Nominal Height: 25 ft; measured from nominal ground elevation. E. Flagpole: Ground mounted type. F. Flagpole Design: Cone tapered. G. Halyard: Interior type . 2.4 COMPONENTS AND ACCESSORIES A. Finial Ball: Aluminum, 6 inch diameter. B. Truck Assembly: Cast aluminum; revolving, stainless steel ball bearings, non -fouling. C. Halyard: 5/16 inch diameter polypropylene, braided, white. 2.5 MOUNTING COMPONENTS A. Foundation Tube Sleeve: AASHTO M-36, corrugated 16 gage steel, galvanised, depth of 30 inches. B. Pole Base Attachment: Flush; aluminum base with base cover. C. Lighting Ground Rod: 36 inch long copper rod, 3/4 inch diameter. D. Lightning Ground Cable: Copper No. 6 AWG, soft drawn. 2.6 FINISHES A. Metal Surfaces in Contact With Concrete: Asphaltic paint. B. Aluminum: Mill finish. C. Finial: Gold leafed and lacquered finish. 3PART - EXECUTION 3.1 EXAMINATION FLAGPOLES 10350 - 2 CITY OF YAKIMA KISSEL PARK STYE IMPROVEMENTS A. Verify site conditions under provisions of Section 01039. B. Verify that concrete foundation is ready to receive work and dimensions are as instructed by the manufacturer. 3.2 PREPARATION A. Coat metal sleeve surfaces below grade and surfaces in contact with dissimilar materials with asphaltic paint. 3.3 INSTALLATION A. Install flagpole , base assembly, and fittings in accordance with manufacturer's instructions. B. Electrically ground flagpole installation. C. Fill foundation tube sleeve with concrete specified in Section 03300. D. Install foundation plate and centering wedges for flagpoles base set in concrete base and fasten. E. Coordinate installation of conduit and boxes from disconnect to control unit and control unit to motor operating device. 3.4 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1 inch. 3.5 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust operating devices so that halyard and flag function smoothly. END OF SECTION FLAGPOLES 10350 - 3 ')c2s (cf)C) PROJECT MANUAL REVIEW/SIGNATURE SET DIVISIONS 00 - 16 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Yakima, Washington KDF ARCHITECTURE Project No. 200012 November 9, 2001 EXPIRES 7?' 714* JOON APPROVAL/YAKIMA CITY ENGINEER 014 DATE 1310 North 16th Avenue Yakima, Washington 98902 (509) 575-5408, FAX (509) 453-0293 KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 509/575-5408 ADDENDUM NO. 1, December 3, 2001 Kissel Park Site Improvements KDF Project No. 200012 Page #1 NOTICE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL BIDDERS OF INFORMATION INCLUDED HEREIN PERTINENT TO THOSE BIDS. 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 front cover of the Project Manual. SPECIFICATIONS #1-A1 ARCHITECTURAL SECTION 00010 ADVERTISEMENT FOR BID, Page 1, Paragraph 2, sentence 1: 1. CHANGE: To Read: "The City of Yakima, Washington will receive sealed bids from qualified contractors ONLY until 2:OOp.m., January 16, 2002 in the City Council Chambers, 129 North 2nd Street, Yakima, Washington 98902. This final date for submission of bids is not less than 13 days from the date of first publication. Bids received after 2:OOp.m. will not be accepted." # 1-A2 SECTION 00010 ADVERTISEMENT FOR BID, Page 2, Paragraph 2, sentence 1: 2. CHANGE: To Read: "Pre-bid conference/tour of the site will be conducted at 9:00 a.m. on January 8, 2002 at Kissel Park, South 32nd Avenue and Mead Avenue, Yakima, Washington 98902. Attendance by General Contractors at pre-bid conference is mandatory to be considered as a qualified bidder." #1-A3 SECTION 00100, INSTRUCTION TO BIDDERS, Page 1, Paragraph 1.2A: 3. CHANGE: To Read: "Sealed bids will be received at the City Council Chambers, 129 North 2"d Street, Yakima, Washington, 98901 until 2:00 p.m., January 16, 2002 for the project described in Article 1.3 of this section." #1-A4 SECTION 00100, INSTRUCTION TO BIDDERS, Page 2, Paragraph 1.6A, sentence 2: 4. CHANGE: To Read: "The conference will be held at 9:00 a.m., January 8, 2002." This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specification. All Bidders shall acknowledge eceipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: K.WendellAdams, P.E. City Engineer Date • END OF ADDENDUM NO. 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 SPECIFICATIONS FOR: CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS YAKIMA , WASHINGTON OWNER: City of Yakima 129 North Second Street Yakima, Washington 98901 OWNER CONTACT Denise Nichols, Director City of Yakima, Department of Parks and Recreation 2301 Fruitvale Avenue Yakima, Washington 98902 (509) 575-6020 33 ARCHITECT: KDF ARCHITECTURE Qa 1310 North 16th Avenue Yakima, Avenue (509) 575-5408 STRUCTURAL ENGINEER: ANDREOTTI AND ASSOCIATES 305 North 6th Avenue Yakima, Washington 98902 (509) 453- 8281 ELECTRICAL CONLEY ENGINEERING ENGINEERS: 205 North 40th Avenue Yakima, Washington 98902 (509) 965-9872 CIVIL ENGINEER: ENVIRONMENTAL ENGINEER: HUIBREJTSE LOUMEN ASSOCIATES 801 North 39th Ave. Yakima, Washington 98902 (509) 966-7000 FLOYD AND SNYDER, INC. 83 South King Street, Suite 614 Seattle, Washington 98104 (206) 292-2078 0200/-Oci ,00/-- 66 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PROJECT NO. 200012 TABLE OF CONTENTS PAGES DIVISION 0 - BIDDING & CONTRACT REQUIREMENTS Section 00010 - Advertisement for Bids Section 00100 - Instructions to Bidders Section 00200 - Bid Form Section 00500 - Agreement Form Section 00700 - General Conditions Section 00800 - Supplementary Conditions Section 00900 - Special Conditions Women and Minority Business Enterprise Policy Affirmative Action Plan DIVISION 1 - GENERAL REQUIREMENTS Section 01010 - Section 01019 - Section 01028 - Section 01030 - Section 01039 - Section 01041 - Section 01090 - Section 01200 - Section 01300 Section 01310 Section 01311 Section 01400 Section 01500 Section 01600 Section 01700 Section 01740 Summary of Work Contract Considerations Modification Procedures Alternates Coordination and Meetings Project Coordination Reference Standards Progress and Payment - Submittals - Schedules and Reports - Prevailing Wage Rates - Quality Control - Construction Facilities and Temporary Controls - Material and Equipment - Contract Close-out - Warranties and Bonds DIVISION 2 - SITE WORK Section 02000 - West Mead Avenue - Kissel Park Roadway Project Specifications City of Yakima Standard Details P1, R1, R4, R11, R12, R13, R14, R24 Drawings 3 7 12 3 54 17 1 2 2 2 3 3 2 4 2 1 1 3 5 20 2 6 3 4 2 7 8 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Page 2 DIVISION 2 -SII b WORK (Cont'd) Section 02060 - Section 02110 - Section 02205 - Section 02207 - Section 02211 - Section 02222 - Section 02223 - Section 02225 - Section 02275 - Section 02400 - Section 02510 Section 02520 Section 02607 Section 02667 Section 02722 Section 02732 Section 02811 Section 02790 Section 02831 Section 02853 Section 02923 Section 02936 Building Demolition Soil Treatment Soil Materials Aggregate Materials Rough Grading Excavating Backfilling Trenching Riprap Asbestos Abatement - Asphaltic Concrete Paving - Portland Cement Concrete Paving - Utility Structures - Site Water Lines - Site Storm Sewerage Systems - Site Sanitary Sewerage Systems - Bidder Designed Landscape Irrigation - Tennis Courts - Chain Link Fences and Gates - Parking Bumpers - Landscaping Fine Grading - Hydroseeding DIVISION 3 - CONCRETE Section 03300 - Cast -In -Place Concrete DIVISION 4 - MASONRY Section 04270 - Glass Unit Masonry Section 04340 - Reinforced Unit Masonry DIVISION 5 - METALS PAGES 2 2 3 3 3 2 3 3 1 1 3 5 1 3 4 4 6 4 4 2 2 4 10 3 8 Section 05120 - Structural Steel 3 Section 05500 - Metal Fabrications 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Page 3 DIVISION 6 - WOOD & PLASTICS Section 06112 - Section 06114 Section 06125 Section 06181 Section 06193 Framing and Sheathing - Wood Blocking and Curbing - Wood Decking - Glue Laminate Structure Units - Plate Connected Wood Trusses DIVISION 7 - THERMAL & MOISTURE PROTECTION Section 07181 - Section 07611 Section 07620 Section 07631 Section 07900 Water Repellent Coating - Custom Sheet Metal Roofing - Sheet Metal Flashing and Trim - Gutters and Downspouts - Sealants DIVISION 8 - DOORS AND WINDOWS Section 08111 - Standard Steel Doors Section 08112 - Standard Steel Frames Section 08700 - Hardware DIVISION 9 - FINISHES Section 09260 - Gypsum Board Systems Section 09900 - Painting DIVISION 10 - SPECIALTIES Section 10155 - Toilet Compartments Section 10400 - Identifying Devices Section 10800 - Toilet and Bath Accessories DIVISION 11 - EQUIPMENTS 2 2 2 3 3 3 3 4 2 4 3 3 7 3 6 4 3 3 Section 11400 - Food Service Equipment 5 Section 11480 - Athletic Equipment 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Page 4 DIVISION 15 - MECHANICAL Section 15450 - Plumbing Fixtures DIVISION 16 - ELECTRICAL Section 16000 - Section 16100 - Section 16200 Section 16300 Section 16400 General Provisions Basic Materials and Methods - Electrical Service System - Distribution - Lighting Systems PAGES 6 5 10 1 4 3 CITY OF YAKIMA KISSEL PARK Sim IMPROVEMENTS SECTION 00010 ADVERTISEMENT FOR BID ADVERTISEMENT FOR BID In accordance with title 70, Chapter 44, Section 14 of the revised code for the State of Washington, The City of Yakima, Washington, hereby gives public notice of the need for materials and work for construction that conforms to all applicable public works requirements including therequirement to pay prevailing wages. As allowed by code, the City hereby invites tenders of a construction bid to be based upon drawings and specifications that meet the requirements contained in the Contract Documents supplied by the City. The project's total estimated construction cost is $1,165,983.00 excluding Washington State Sales Tax. The City reserves the right to revise the estimated construction cost at any time prior to five days of the final date for submission of bids. Sealed bids will be received by the City of Yakima for a fixed stipulated lump sum General Contract, including all General, Mechanical, Electrical, and associated work for the construction of: CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS YAKIMA, WASHINGTON The City of Yakima, Washington will receive sealed bids from qualified contractors ONLY until 2:OOp.m., December 19, 2001 in the City Council Chambers, 129 North 2"d Street, Yakima, Washington 98902. This final date for submission of bids is not less than 13 days from the date of first publication. Bids received after 2:00 p.m. will not be accepted. 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. Bid must be to perform work for a fixed stipulated lump sum that excludes Washington State Sales Tax. All bids must be accompanied by a bid bond in an amount not less than 5% of the total bid made payable to the City of Yakima, Washington. Questions are to be directed to the Architect of Record: KDF Architecture 1310 North 16th Avenue Yakima, WA 98902 (509) 575-5408 fax: (509) 453-1336 Bid documents may be examined the Architect's Office and the City of Yakima Purchasing Office beginning at 8:00 a.m. on November 15, 2001 and thereafter during arranged working hours. Bid documents may also be examined at the following plan centers: Yakima Plan Center Associated General Contractors Construction Data & News Tri -City Construction Council Spokane Construction Council Dodge -SCAN Associated Builders and Contractors ADVERTISEMENT FOR BID Yakima Spokane, Tacoma, Seattle Seattle, Tacoma, Portland, Spokane Kennewick Spokane Seattle Spokane 00010 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS DJC Plan Center Wenatchee Construction Council Portland, Oregon Wenatchee Pre-bid conference/tour of the site will be conducted at 9:00 a.m. on December 5, 2001 at Kissel Park, South 32 cd Avenue and Mead Avenue, Yakima, Washington 98902. Attendance by General Contractors at pre-bid conference is mandatory to be considered as a qualified bidder. Bid documents may be obtained by prime bidders at ABADAN REPROGRAPHICS, 603 East 2nd Avenue, Spokane, WA 99210-0224 for a refundable deposit of $25.00 per set. Checks must be made payable to The City of Yakima. Bidders wishing documents be mailed to them may so order by paying a $15.00 non-refundable shipping and handling fee payable to Abadan Reprographics . Both checks are to be mailed to KDF Architecture, 1310 North 16`h Avenue, Yakima, WA 98902. CASH WILL NOT BE ACCEPTED FOR DEPOSIT. Deposit will not be returned if documents are mutilated or so marked that they are not reusable and/or if they are not returned to KDF Architecture within 20 days after selection of a successful bid. Prior to the execution of the contract, the successful bidder shall be prepared to furnish and shall furnish separate performance and payment bonds, each in the amount of 100% of the contract sum, plus sales tax, as described in the Instructions to Bidders. The obligee shall be The City of Yakima. 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. A bidder whose proposal is under consideration shall upon request, promptly furnish satisfactory evidence of his financial resources, his experience, and the organization and equipment he has available for the performance of the contract. The bidder must be registered with the State of Washington (in accordance with Chapter 18.27 RCW) and shall furnish state registration number. Bidders shall submit as part of their bid or within one hour after the published bid submittal time, the names of subcontractors for whom the subcontract amount is more than ten percent of the contract price and a description of work they perform. Failure to do so will render the bid non-responsive and void. Except with the express permission of City of Yakima, no bidder may withdraw their bid after the hour set for the opening, unless the award of the contract has been delayed for (90) days from bid opening. The City of Yakima will publicly announce the apparent low bidder during the bid opening; however, the City of Yakima, reserves the right to reject any or all bids, to waive any irregularity or to accept any bid deemed in the best interest of the City. Upon a through review of the bidder's documents, the City will promptly award the contract to the responsible bidder with the lowest responsive bid. The City retains the right to hold the bid bond of the lowest apparent bidder and the next two lowest bidders for (90) days after the bid opening, or until a contract has been executed, which ever is the lesser amount of time. All other bid bonds will be returned as soon as feasible after the bid opening. This order let by the City of Yakima, Karen Roberts, City Clerk. Dates of Publication: ADVERTISEMENT FOR BID 00010 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS First Publication: November 19, 2001 Second Publication: November 20, 2001 Third Publication: November 26, 2001 ADVERTISEMENT FOR BID 00010 - 3 CITY OF YAKIMA KISSEL PARK Sfth, IMPROVEMENTS SECTION 00100 INSTRUCTION TO BIDDERS PART 1 - GENERAL 1.1 CONSIDERATION A. To be considered, Bids must be made in accordance with these Instructions to Bidders. 1.2 NOTICE TO BIDDERS A. Sealed bids will be received at the City Council Chambers, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 p.m, December 19, 2001 for the project described in Article 1.3 of this Section. 1.3 SCOPE OF WORK A. Contract Description: The Work consists of construction of a City Park on 17.5acres of undeveloped land at South 32nd Avenue and Mead Avenue in Yakima, Washington. The Work includes construction of 12 tennis courts, picnic shelter, children' s playgrounds, restrooms/storage building, walking trail and parking. 1. The site soils contain lead arsenate as a result of its former use as an orchard. The concentrations of lead and arsenic in site soils generally exceed state cleanup levels. The City of Yakima and the Department of Ecology have reached agreement in a formal Agreed Order on how to cleanup the site. The Department of Ecology will be providing grant funding to be used to offset the cost of cleanup. 2. The cleanup was designed to minimize impact to the park design and to be cost effective. The cleanup plan divides the park into four areas, each with a different cleanup action. The objective of the cleanup in Area A is to deep till the soil so the upper few inches of more contaminated soil are blended into deeper soil with lower concentrations. The objective of the cleanup in Area 3 is to excavate, on average, the upper 1.5 feet of contaminated soil, and place this soil over most of Area 4 and parts of Area 2. (Due to site grading requirements, some areas of Area 2 will be excavated down to a clean soil horizon instead of being covered with contaminates soil relocated from Area 3). 3. Following placement of contaminated soil in Area 4 and part of Area 2, it will be covered with a fabric marker to prevent contact with humans. On top of the marker fabric will be either asphalt pavement or in unpaved areas, 6" of clean soil fill taken from Area 1. The clean soil fill will be hydroseeded with turf. The turf must be irrigated as part of the cleanup action to permanently prevent the 6" of clean cover from eroding and exposing the marker fabric. 1.4 DOCUMENTS A. Prime bidders may obtain set(s) of documents from ABADAN REPROGRAPHICS, phone (800) 572-3706, (509) 624-0116, fax (509) 744-3832, for each refundable deposit of $25.00. Deposits will be accepted in the form of a check made payable to the City of Yakima only. CASH WILL NOT BE ACCEPTED FOR DEPOSIT. Partial, or single -page copies may be purchased from the reprographics company at their established cost. Preparation of bids from incomplete or partial sets INSTRUCTIONS TO BIDDERS 00100 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS and single copies does not relieve the bidder from compliance of all requirements of the Bidding Documents in their entirety. Neither or Owner and Architect assumes responsibility for errors or misinterpretations resulting from the use of partial or incomplete sets. B. The refundable deposit will be returned to Bidders who return the bidding documents in good, usable, and complete condition within twenty days after the selection of a successful bidder. The Bidder receiving a contract award may retain the bidding documents and the deposit will be returned. C. Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement to Bid, Instructions to Bidders, the Bid Form, and other sample bidding and contract forms. The proposed Contract Documents consist of the Form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, and all Addenda issued prior to execution of the Contract. 1.5 BIDDER'S REPRESENTATIONS A. Bidders shall carefully examine the documents and the site of the work to obtain first-hand knowledge of existing conditions and the areas in which the work is to be executed and delivery of materials. Use of areas other than those indicated on the drawings shall be coordinated with the Owner. Contractors will not be given extra payments for conditions which can be determined by examining the site, existing structures, and documents. B. By submitting a bid, each bidder represents that: 1 The bidder has carefully examined the project site and the documents and understands the documents and the bid is made in accordance therewith. 2. The bid includes all costs to perform the work required by the contract documents considering all observable existing site and local conditions. The bid reflects provision of all supplies, tools, equipment, scaffolding, transportation, utilities, services, superintendence, labor needed for the completion of the project all as shown the Drawings and described in the Project Manual. 3. The bidder is familiar with local labor conditions and state and local regulations affecting the work and has considered these factors in the preparation of the bid. 4. The bidder is satisfied that the proposed contract documents are adequate for purposes of providing and successfully completing the work. 5. The bidder/the bidding firm has adequate financial resources and will employ adequate numbers of qualified personnel to coordinate, schedule, supervise and perform the work in conformance with contract documents requirements. C. 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 may return the product for correction or replacement at bidder's option and at bidder's expense. Services performed by the seller which do not conform to the above standards must be corrected by seller at seller's expense and make the appropriate correction within a reasonable time. 1.6 PREBID CONFERENCE AND SITE VISITATION INSTRUCTIONS TO BIDDERS 00100 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. The Owner and Architect will conduct one prebid conference and site visitation commencing at the project site, South 32nd Avenue and Mead Avenue, Yakima, Washington. The conference will be held at 9 a.m., December 5, 2001. The conference will include a question/answer period followed by a tour of the existing site. Attendance by General Contractor is mandatory and attendance is recommended for all bidders and sub -bidders interested in bidding on the project or a portion thereof. 1.7 INTERPRETATIONS AND CLARIFICATIONS A. Requests for interpretations or clarification of the Bidding Documents shall be in writing and shall be received by the Architect no later than 7 days prior to the date for receipt of bids. Interpretations, corrections, and changes of the Bidding Documents will be made by Addendum issued to all prime bidders and plan holders of record. Owner and Architect will not be responsible for oral clarification. Questions received less than 72 hours before bid opening will not be answered. No Addenda will be issued less than 3 days before Bid Opening except for addenda announcing a bid opening time extension. 1.8 SUBSTITUTIONS A. Specified materials, products and equipment establishes a standard of required function, dimension, appearance and quality to be met by any proposed substitution. B. Where specific products and manufacturers are specified for any portion of the Work, such products and manufacturers shall be the basis for the bid unless prior approval is granted by the Architect for substitution products and/or manufacturers. C. Bidders shall comply with the provisions of project manual in requesting prior approval for proposed substitutions. D. Requests for substitutions not in compliance with submittal requirements and not received by the Architect at least 7 days prior to the date for receipt of bids will not be considered. E. If the Architect approves, subject to limitations stated in the project manual, any proposed substitution, such approval will be set forth in an addendum. Approvals made in any other manner shall not be valid. F. No substitutions will be considered after the contract award except as specifically provided in the project manual. 1.9 ADDENDA A. Addenda will be mailed or delivered to each party known by the City of Yakima to have received a complete set of Bidding Documents. Copies of Addenda will be available for inspection wherever Bidding Documents are on file for that purpose. Addenda will be prepared and transmitted by the Architect. B. No Addenda will be issued later than three days prior to the date for receipt of bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of bids. INSTRUCTIONS TO BIDDERS 00100 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. The Owner may elect to issue addenda by use of facsimile (fax) or e-mail, followed by a printed copy. 1.10 PREPARATION OF BID A. Submit bid on form furnished by Architect, without alterations or recapitulation of work to be done. Fill in all blank spaces on form. Sign in longhand. If bidder is partnership or co -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. A Bid by a corporation shall further give the state of incorporation and have the corporation seal affixed. B. Where so indicated on the bid form, sums shall be expressed in both words and figures. In the case of discrepancy between the two, the amount written in words shall govern. C. All alternates shall be bid. Failure to comply may be cause for rejection. No segregated bids or assignments will be considered. D. The bid shall not include sales tax. Owner will pay Contractor sales tax separately from payments on the Contact Sum. Sales tax collected will be paid to the State by Contractor in conformance with the law. Upon request, the Contractor shall furnish proof of payment of all taxes required by law. E. Registration: All firms bidding this project shall be licensed by the State of Washington in conformance with RCW 18.27 and shall furnish state registration number. It shall be unlawful for any person to submit any bid or to do any work as a Contractor until such persons have been issued a certificate of registration by the State Department of Labor and Industries. F. Receipt of Documents: The failure or omission of a bidder to receive or examine any form, instrument, addendum, or other document shall in no way relieve any bidder from obligations with respect to the bid or to the contract. 1.11 BID SECURITY A. A certified check, bank cashier's check, postal money order or bid bond, equal to 5 percent of basic bid plus alternates and made payable to Owner as listed in Invitation to Bid. Surety shall be issued by a bonding company licensed to transact business in locality of the project and written on AIA Document A310. The payee is Prosser Memorial Hospital. The successful bidder's security will be retained until the bidder has entered into a contract and furnished Performance and Payment Bonds. No interest will be paid on bid securities. B. The right is reserved to hold bid security of the next two low bidders until a contract is executed or until 90 days after bid opening, whichever is the shorter. Bid security of other bidders will be returned to them as soon as feasible after bid opening. C. Should successful bidder fail to enter into a contract and furnish the performance and payment bonds within 10 days after notification of acceptance of his bid, as required by the Bidding Requirements and Contract Documents, the successful bidder's bid security will be forfeited to Owner as liquidated damages, but not as a penalty. 1.12 BID SUBMITTAL INSTRUCTIONS TO BIDDERS 00100 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Submit bid, bid security and any other required submittals in an opaque, sealed envelope. Identify envelope with project name and name of bidder. Submit bid in accordance with Invitation to Bid. The mailing address is City Clerk' s Office, 129 North 2°d Street, Yakima, WA, 98901. Delivery of bid to place of bid opening at specified time is responsibility of bidder. The Owner accepts no responsibility for the timely delivery of mail or packages to the City Clerk' s office, the last minute distribution of mail within City Hall, or th delivery between the City Clerk' s Office and City Council Chambers. 1.13 MODIFICATION AND WITHDRAWAL A. Modification of bids already received will be considered only if modification is made prior to scheduled closing time for receipt of bids. Modifications must be made over signature of bidder. Telegraphic, telephone facsimile or other means of modification will not be. accepted. Delivery of modifications is the responsibility of bidder. Withdrawal of bids may be accomplished at any time prior to scheduled closing time for bid opening in manner set forth herein for modification. B. Should a bidder submit a bid 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 bid is rejected. 1.15 AWARD OF CONTRACT A. 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 Documents Requirements. B. The Owner shall have the right to waive informalities and to reject any or all bids and in particular to reject a bid not accompanied by required bid security or data required by the Bid Form, or a bid that is in any way incomplete or irregular. The Owner reserves the right to accept or reject any bid which is determined to be in the best interest of the Hospital. C. The Owner shall have the right to accept or reject any or all alternates in any order or combination and to determine the low bidder based on the sum of base bid and alternates selected. D. The City of Yakima reserves the right to reject any or all bids or to make further calls for bids in the same manner as the original call, or to waive any informalities. 1.16 APPEAL OF INTENDED AWARD A. 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. B. 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 Owner of the apparent lowest responsible Bidder. The protest shall clearly state all of the facts upon which the protest is based. The Architect shall respond in 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. 1.17 POST BID INFORMATION A. A bidder whose proposal is under consideration shall upon request, promptly furnish satisfactory evidence of his financial resources, his experience, and the organization and equipment he has INSTRUCTIONS TO BIDDERS 00100 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 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. B. Within seven days of notification of selection for the award of a contract for the work, the Bidder shall submit the following information to the Architect. 1. A designation of the work to be performed by the Bidder with his own forces. 2. The proprietary names and the suppliers of principal items or systems of materials and equipment proposed for the work. 3. A list of names of the subcontractor or other persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the work. C. The Bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the bidding documents. D. Prior to the award of the contract, the Architect will notify the Bidder in writing if either the Owner or the 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 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 a price 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 either withdrawal or disqualification under this subparagraph, bid security will not be forfeited, notwithstanding other provisions of the bidding documents. E. PERSONS AND ENTITIES PROPOSED BY THE BIDDER AND TO WHOM THE OWNER AND THE ARCHITECT HAVE MADE NO REASONABLE OBJECTION MUST BE USED ON THE WORK FOR WHICH THEY WERE PROPOSED AND SHALL NOT BE CHANGED EXCEPT WITH THE WRITTEN CONSENT OF THE OWNER AND THE ARCHITECT. 1.18 PERFORMANCE AND PAYMENT BONDS A. 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 AIA Document A312, 1997 Edition, as security for faithful performance of the contract and payment of all persons supplying labor and materials for constriction 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 authorized to do business in the state of Washington. B. All bonds required by this section 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. C. The attorney-in-fact (Resident Agent) who executes the bonds on behalf of the surety must attach a notarized copy of his power of attorney as evidence of his authority to bind the surety on the date of execution of the bonds. D. The cost of bonds must be included in the bid. INSTRUCTIONS TO BIDDERS 00100 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.19 EQUAL OPPORTUNITY AND WAGE RATE A. The City of Yakima is an equal opportunity employer. This is a publicly funded project and is subject to State and Federal labor wage and equal opportunity provisions. B. The successful bidder will be required to pay prevailing wages as determined by the State of Washington and to conform to the requirements of RCW 39.12 and WAC 296-127, including submisssion of Intents to Pay Prevailing Wages and Affidavits of Wages Paid. Contractor shall include all costs associated with wage laws in their bid. No funds will be released until approved Intents to Pay Prevailing Wages have been received. Retainage will not be released until approved Affidavits of Wages Paid have been received. C. 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. 1.20 CONTRACT TIME A. The Work shall commence on the date of a written notice to proceed and shall be substantially completed within the number of days as stated in the Agreement . The Owner will incur serious and substantial special, incidental and consequential damages if the work is not completed by the date stipulated in the Agreement. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION INSTRUCTIONS TO BIDDERS 00100 - 7 CITY OF YAKIMA KISSEL PARK S1M. IMPROVEMENTS SECTION 00200 BID FORM BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices 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 less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in and turned in within 1 hour after the time of bid opening by the apparent low bidder. Failure to provide this information will render the bid non-responsive. E. MBE/WBE FORM It is requested that The Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non-responsive. The following forms are to be executed after the contract is awarded: A. CONTRACT 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. CER111-4ICATE 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. BID FORM 00200 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS CITY OF YAKIMA 129 NORTH 2ND STREET YAKIMA, WASHINGTON BID PROPOSAL FOR THE KISSEL PARK SITE IMPROVEMENTS YAKIMA, WASHINGTON City of Yakima Project No. 1800 TO: City Clerk City of Yakima The undersigned, having carefully examined the Contract Documents for the above project, as prepared by KDF Architecture dated November 9, 2001, and having viewed the site, submit the following bid proposal. BASE BID (not including WSST): The Base Bid Fixed Stipulated Sum is: (written in words) ($ ) UNIT PRICES: The Unit Price for Imported Topsoil as specified in Section 02205 if any is required shall be: per cubic yard (not including WSST) ALTERNATES Alternate No. Al: Delete eight foot wide pathway. DEDUCT $ Alternate No. A2: Delete picnic shelter. DEDUCT $ Alternate No. A3: Delete parking lot light fixtures DEDUCT $ Alternate No. A4: Delete Restroom Building DEDUCT $ Alternate No. A5: Delete central tennis mall plaza DEDUCT $ Alternate No. A6: Delete concrete bang board DEDUCT $ Alternate No. A7: Delete basketball court and equip. DEDUCT $ BID FORM 00200 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS UNIT COST BID ALTERNATES $ Unit Cost Bid Alternate No. 8 6" diameter Schedule 125 PVC pipe, in place, 2 foot depth, sloped to drain. /lin. ft. 4" diameter Schedule 125 PVC pipe, in place, 2 foot depth, sloped to drain /lin. ft. 12x12x6 Schedule 125 PVC tee with shut-off valve, in-place at 12" main ea. 12x12x4 Schedule 125 PVC tee with shut-off valve, in-place at 12" main ea. 6x6x4 Schedule 125 PVC capped tee, in place at existing unknown conditions ea. 4x4x4 Schedule 125 PVC capped tee, in place at existing unknown conditions ea. Reinstatement of Altemates Provision: I agree that the Owner shall have the right to incorporate into the Contract at the Alternate Bid Price, an Alternate Bid herein listed, if so notified by the Owner within thirty (30) calendar days after the signing of the Contract. SALES TAX The undersigned agrees that the above named Basic Bid amount does not 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 00200 - 3 CITY OF YAKIMA KISSEL PARK S11'h IMPROVEMENTS BID SURETY This Bid Proposal is accompanied by a Bid Surety in the amount of not less than five percent (5%) of the 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 Note: If bidder is a corporation, write State of Incorporation; if a partnership, give full names and addresses of all parties below Signed By: Official Capacity: Address: Date: Phone: Fax: State of Washington Contractor's License Number: Federal ID Number: BID FORM 00200 - 4 CITY OF YAKIMA KISSEL PARK Sl'1'E IMPROVEMENTS BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, , as principal, and , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 20 Principal Surety ,20 Received return of deposit in the sum of $ BID FORM 00200 - 5 CITY OF YAKIMA KISSEL PARK SHE IMPROVEMENTS NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. BID FORM 00200 - 6 CITY OF YAKIMA KISSEL PARK alb b IMPROVEMENTS NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." BID FORM 00200 - 7 CITY OF YAKIMA KISSEL PARK SHE IMPROVEMENTS SUBCONTRACTOR LIST Prepared in compliance with RCW 39.30.060 as amended (To be submitted within 1 hour of the Bid Opening) Failure to List subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non-responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: ( ) Prime Contractor Name Item Numbers BID FORM 00200 - 8 CITY OF YAKIMA KISSEL PARK ST1'h IMPROVEMENTS Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification 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 regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. BID FORM 00200 - 9 CITY OF YAKIMA KISSEL PARK Sim IMPROVEMENTS 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. BID FORM 00200 - 10 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS BIDDERS CERTIFICATION Bidders are encouraged to submit the following certification. certifies that: (BIDDER) 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) BID FORM 00200 - 11 CITY OF YAKIMA KISSEL PARK Sail, IMPROVEMENTS SUBCONTRACTORS CERTIFICATION Subcontractors are encouraged to complete this Certification. certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) BID FORM 00200 - 12 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 00500 AGREEMENT FORM PART 1 - GENERAL 1.1 REFERENCE TO AGREEMENT FORM A. "Standard Form of Agreement Between Owner and Contractor," AIA Document A101, 1997 Edition as published by the American Institute of Architects, 1735 New York Ave., NW, Washington D.C. 20006, as modified and supplemented by the Contract Documents will be used as the form of agreement for this project. 1.2 INSPECTION AND AVAILABILITY OF DOCUMENT AIA - A101 A. A copy of the Agreement Form, AIA Document A101 is attached herein. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION AGREEMENT FORM 00500 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PERFORMANCE BOND 3 BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: 6 That we, the undersigned, 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 personal representatives, as the case may be. 15 This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. 18 DATED at Yakima, Washington, this day of , 20 Never -the -less, the conditions of the above obligations are such that: 21 WHEREAS, pursuant to action taken by the Yakima City Council on , 20 , the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said , the 24 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 hereto), and, 27 WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; 30 NOW THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such 33 extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and material men, and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless 36 from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of 39 performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. 42 (Contractor) 45 By: 48 (Print Name) Approved as to form: Its: 51 (President, Owner, etc...) (City Attorney) 54 (Surety) By: 57 (Print Name) 60 Its: AGREEMENT FORM 00500 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE (MWDOIYY) DATE PRODUCER AGENT ADDRESS POURED CONTRACTOR ADDRESS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIF1CATE DOES,NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: A - VII or better admitted carrier NSURERB: A - VII or better admitted carrier. INSURER C ----- .---- { INSURER D: INSURER E: COVERAGES THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ _ . _. _.. ... _ ___ _ -- MR: TYPE OF IISURAMCE LTR POLICY NUMBER POUCY EFFECTIVE POUCY EXPIRATION DATE INMIDONTI DATE IMMIOD/YYl LIMITS A i GENERALLABKJI7 ABC 123 I EACH OCCUP RENCE 1s1,000,000 01/01/99 O1/O1/00 1 I COMMERCIAL GENERAL UAsturt rL ' FIRE DAMAGE (Any one Nel I. $ 50,000 •ltj CLAWS MADE t -1 OCCUR . MED EXP (Any one person)_S _ r%I Per Job Aggregate _5.000 PERSONAL S ACV INJURY j S1, OOO, OOO ' L • ,_GENERAL AGGREGATE s2, 000, 000 --I OEN'L AGGREGATE UMR APPLIES PEA: -. PRODUCTS - CAMP/OP AGG . Si T OOO L 000 POLICY E 1 JE27 1 1 LOC I. 1 I AUTOMOBILE IJABIUTY XANY AUTO Li AU -OWNED AUTOS IjSCHEDULEDSCHEOED AUTOS DEF 456 i 01/01/99 101/01/00 , COMBINED SINGLE LIMIT `51,000,000 IEa accdert) I BOOILY I ._.__ .. INJURY (Per parson) $ HIRED AUTOS .f11 F- NON -OWNED AUTOS ° \S \A OA 0 T{( }}/! BODILY INJURY _ - f_ aees3entl S PROPER OHMAGE ,._� __ ` I (Per =Wont) \-114113 1 GARAGE LABILITY AUTO ONLY - EA ACCIDENT S , 1 ANY AUTO _ --- E0.ACC1 S t--, OTHER THAN _ AUTO ONLY. AGG • S ' EXCESS LIABILITY LJOCCUR • -I CLAIMS MADE { I _I OEDUCTIiLEIi 1 RETENTION 5 EACH OCCURRENCE ' S _— AGG_P_ EGATE^_ �S,_ 5 _-'-- - S --..^ S TH- WORKERS COMPENSATION ANO 1 WC STATU- 1 07H- 01 94 01 / 01 / 00 ' T O.RYsl IrA TS • , EMPLOYERS' LILBARY ABC 123 101 / / _ _I _ERI E.L. E.LEACH ACCIDENT I S 1,000,000 I A i iJ� DISEASE - EA EMPLOYE S 1, OOO, OOO E.L DISEASE •POLICY LIMITS { OTNER ' A ,o�r DESCRIPTION OF OPERATIONSILOCATK)NSNEWCLESIEXCLUSIONS\ YNIDORSEMENTISPECIAL PROVISIONS City of Yakima, its Agents, Employees, and elected or appointed officials as additional insured's for'project # • CERTIFICATE HOLDER I ADDITIONAL INSURED; INSURER LETTER. CANCELLATION City of Yakima 2 29 N. 2nd Street Yakima, WA. 98901 IES BE CANCELLED BEFORE EXPIRATION SHOULD ANY OF THE ABOVE DESCRIBED PIR GATE THEREOF, THE ISSUING INSURER WI 1 MAIL DAYS WRITTEN _ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LE , mimilPhIMUTAIMUNcRENDHEspusimuilWAINMPUINGIstiMOIMIRVOR AUTHORIZED REPRESENTATIVE Signed by Agent. ACORD 25-5 (7197) O ACORD CORPORATION 1988 CITY OF YAKIMA KISSEL PARK ADDITION SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PART 1 - GENERAL 1.1 REFERENCE TO GENERAL CONDITIONS DOCUMENT A. "General Conditions of the Contract for Construction," AIA Document A201, 1997 Edition as published by the American Institute of Architects, 1735 New York Ave., NW, Washington D.C. 20006, is hereby made a part of these contract documents, as attached herein, except as modified by items deleted, indicated by crossing out, or items added, indicated by underlining. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION GENERAL CONDITIONS 00700 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 00800 SUPPLEMENTARY CONDITIONS The following Supplementary Conditions amend, modify and/or delete provisions of the "General 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. ARTICLE 1: GENERAL PROVISIONS 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 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. 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 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." Add new paragraph: "1.1.8 MANUFACTURERS SPECIFICATIONS Manufacturer's Specifications, recommendations or instructions for installing materials, equipment or appurtenances furnished as a part of this contract shall govern unless in conflict with the Specifications for 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, 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." 1.2.1 Add the following: "Mention in the Specifications or indication on the Drawings of articles, materials, equipment, operations or 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." 1.2.2 Add the following : "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." Add new paragraph: "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. Supplement Paragraph 1.4.1 as follows: "The Specifications are of the abbreviated or "streamlined" type and include incomplete sentences. SUPPLEMENTARY CONDITIONS 00800 - 1 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS Omission of words or phrases such as "the Contractor shall" , "in conformity therewith", "shall be", "as noted on the Drawings", "according to the plans", "an", "the" and "all" are intentional. Omitted words or phrases shall be supplied by inference in the same manner as they are when a "note" occurs on the Drawings. 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." ARTICLE 2: OWNER 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 pay for all permits and plan review fees for building, mechanical, plumbing and 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." 2.2.3 Add the following: Add to the end of the first sentence: "...to the extent that such information is readily available to the Owner". 2.2.5 Amend to Include: "The Contractor will be furnished, free of charge, ten (10) copies of Drawings and Construction Specifications. Additional sets will be furnished at the cost of reproduction, postage and handling." 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, which shall be acknowledged in writing by both the Owner and the Contractor. If the Contractor fails within ..." ARTICLE 3: CONTRACTOR 3.2.1 Add the following at the end of the paragraph: "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 at the Contractor's expense." 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 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." Supplement 3.3.1. by adding the following: "Where construction means, methods, techniques, sequences and procedures are specified, either directly, by reference to industry standards, or otherwise, the Contractor shall review specified procedures and, if they will not produce the intended results, cannot be warranted, or otherwise are SUPPLEMENTARY CONDITIONS 00800 - 2 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS objectionable to the Contractor, the Contractor shall propose alternative procedures. Where no proposal is received in a 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 and suppliers under contract for work of the Contractor." Add new subparagraph: "3.4.4 Contractors shall comply with the laws of the State of Washington relating to prevailing wages on Public Works projects." Supplement Paragraph 3.5.1 as follows: "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." "Foreign pipe will not be accepted by the Owner for use on the project." 3.6.1 Add the following: "Unemployment and compensation taxes, and Washington State and Local Sales Tax shall be collected 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: "Refer to Paragraph 2.2.3 as modified by these Supplementary Conditions." 3.9.1 Amend to Include: "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 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. The superintendent shall have a thorough understanding of the following: 1. Administrative procedures of the project's project requirements as set forth in the 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. 4. Be knowledgeable of the installation procedures for each trade involved in the work. 5. Applicable Codes as outlined in Section 01080." Add Paragraph 3.18.3 EXTENT OF INDEMNIFICATION as follows: "It is the intent of the indemnification paragraphs herein above to require the Contractor to indemnify the 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 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 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 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 SUPPLEMENTARY CONDITIONS 00800 - 3 CITY IF YAKIMA KISSEL PARK SI'1'h IMPROVEMENTS and Architect as additional insureds upon such policy. Only to 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 claim made by an employee of the Contractor against the Contractor itself." ARTICLE 4: ADMINISTRATION OF THE CONTRACT 4.2.2. Amend to include: "On site observations by the Architect are not intended in any way a review of the adequacy of the Contractor's safety measures. The Contractor is solely responsible for safe conditions in, on, or near the construction site." 4.2.4 Amend the fourth sentence to read: "... shall be through the Architect." Supplement Paragraph 4.2.4 as follows: "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 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." 4.2.5 Amend the first sentence to read: "The Architect will review and recommend the amounts due to the Contractor..." 4.2.13 Add the following: "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 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." 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 substituted in its place. Delete Paragraphs 4.6.1, 4.6.2, 4.6.3 CONTROVERSIES AND CLAIMS SUBJECT TO ARBITRATION in their entirety and substitute the following: "Any controversy or claim arising out of or related to the Contract, or the breach thereof, except as 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 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 "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 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 SUPPLEMENTARY CONDITIONS 00800 - 4 C1TY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS commenced within thirty (30) days after Contractor's receipt 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." ARTICLE 5: SUBCONTRACTORS Add the following subparagraphs: "5.1.3 Architect will not deal directly with any subcontractor, sub -subcontractor or materials supplier unless agreed to with Contractor. Contact will be made only through the Contractor. Requests for information or clarification shall be routed through the Contractor. 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 the General Contractor." "5.3.2 Contractor is fully responsible for acts and omissions of his subcontractors, and persons either 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 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 fmal 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. "5.3.4 Nothing in the Contract Documents shall be construed to create any contractual relationship between any subcontractor and Owner or Architect." ARTICLE 7: CHANGES IN THE WORK Supplement Paragraph 7.1.1 as follows: "The Contractor shall be responsible for notifying the bonding and insurance company(s) of changes in the Work." Add the following subparagraphs: "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 the proposal shall be prepared in the following manner 7.1.4.1 Direct Labor Costs: 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. The hourly costs shall be based on the following: (1) Basic Wages 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. SUPPLEMENTARY CONDITIONS 00800 - 5 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS (2) Fringe Benefits 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. (3) Workmen's Insurance Direct contributions to the State of Washington as Industrial Insurance; Medical Aid; and Supplemental Pension, by the class and rates established by the State of Washington, Department of Labor & Industries. (4) Federal Insurance Direct contributions required by the Federal Insurance Compensation Act (F.I.C.A.); Federal 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.I.S.H.A.); established as 2 percent of 1, 2, 3 and 4, above. (6) Travel allowance and/or subsistence if applicable, not to exceed those established by Regional Labor 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. Administrative costs are considered to be part of the overhead and profit of the Contractor. 7.1.4.2 Direct Material Costs: 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 extended. The unit costs shall be based on the following: (1) The net costs after all offered or available discounts or rebates. (2) Freight costs; express charges; or special delivery costs when applicable. No lump sum costs will be allowed except when approved in advance by the Architect and Owner. 7.1.4.3 Construction Equipment Usage Costs 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 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 most recent edition of the Associated General Contractor's Ownership Manual or the contractor's actual costs of ownership as determined by audit or agreement, whichever is less. 7.1.4.4. Prime Subcontractor's Proposals Subcontractor's proposals are to be itemized as in 7.1.4.1, 7.1.4.2, 7.1.4.3 above. 7.1.4.5. Overhead and profit by the Contractor actually performing the Work A total amount, not to exceed 15 percent of items 7.1.4.1, 7.1.4.2, and 7.1.4.3 above will be allowed. This is to compensate such contractor for all personnel not defined in 7.1.4.1 (1) above; temporary SUPPLEMENTARY CONDITIONS 00800 - 6 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS construction facilities; home office costs; office engineering and estimating costs; and profit, plus any other cost incidental to the performance of the change in work. 7.1.4.6 Overhead and Profit by the Contractor or Subcontractors when not Actually Performing the Work Contractor (1) A total amount not to exceed 10 percent of the total amount of the subcontractor's proposal as defined in 7.1.4.4 above will be allowed for all overhead and profit to supervise and administer the 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 direct labor, if required, must be submitted as outlined in 7.1.5.2, Direct Labor Costs. Subcontractor Administering, but not performing the Work: 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 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 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. 7.1.4.7 Cost of any Increase or Decrease in Premium by Insurance and Public Works Bond Caused by the Change (1) General Contractor's Liability Insurance To the above, the costs of the General Contractor's Liability Insurance may be added. (2) Bond To the above, the cost of the Contractor's Bond may be added. 7.1.4.8 Deductive Changes 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. 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 profit amount allowed will be added to the net difference of items 7.1.4.1, 7.1.4.2, 7.1.4.3, and 7.1.4.4. (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. 7.1.4.10 Sales tax will be added following the total of the change amount, including mark-ups." 7.3.6 In the 4th and 5th lines REPLACE 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 above." SUPPLEMENTARY CONDITIONS 00800 - 7 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS 7.3.6.1 In the second line DELETE the words "or custom". Amend 7.2.2 as follows: "... those listed in subparagraphs 7.1.4 and 7.3.3." 7.2.3 Add the following new subparagraphs: "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. 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 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 condition as part of the site and Contract Documents review prior to the bid, the Contract Sum shall not be increased. 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. 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, or work is specified but not shown on drawings, the work is to be provided with specifications or clarification drawings to be issued as appropriate." Supplement Paragraph 7.3.6.3 as follows: "The cost of small tools shall be considered a part of the cost of overhead and not allowed as a separate line item." ARTICLE 8: TIME Supplement Paragraph 8.2.3 as follows: "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." Add to Paragraph 8.3 Delays and Extensions of Time: 8.3.1 Modify as follows: Modify the sixth line by changing the word "shall" to "may". Add new paragraphs: "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 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 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 stipulated contract period is about to expire. SUPPLEMENTARY CONDITIONS 00800 - 8 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS 8.3.1.2 The Owner may waive its right to withhold granting of time extensions and may grant 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 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. 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. 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. Work that deviates from the Contract Documents and the Architect requires to be corrected, are not grounds for time extensions. 8.4 LIQUIDATED DAMAGES 8.4.1 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 $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. .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, 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 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." ARTICLE 9: PAYMENTS AND COMPLETION Add new subparagraph: "9.1.2 The contract sum, and any agreed variations thereof shall include all taxes imposed by law, except 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." 9.3.1 Add the following: "The form of Application for Payment shall be AIA Document G702, Application and Certificate for Payment, supported by AIA Document G703 or Architect's Standard Form, Continuation Sheet; notarized." 9.3.1 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 submit to the Architect properly executed Application and Certificate for Payment for work performed the previous month, by the first working day of each month." SUPPLEMENTARY CONDITIONS 00800 - 9 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS Add new subparagraphs: "9.3.1.3 Prior to the release of any funds (first Progress Payment), the Contractor shall submit a list of subcontractors, construction schedule, schedules of values and a Statement of Intent to Pay Prevailing Wages for himself and his subcontractors properly signed by the Department of Labor & Industries. Refer to Section 01300 for additional requirements. 9.3.1.4 A sum not to exceed five percent (5%) of the monies earned by the Contractor on estimates during the progress of the improvement or work shall be reserved by the Owner. Said sum is to be retained by 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 Contractor may post a bond in accordance with Chapter 60.28 RCW. 9.3.1.5 No money will be retained on sales tax. 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. 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." 9.6.1 Delete in its entirety and substitute the following: "9.6.1 For each properly executed application for payment package submitted by the Contractor, the 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. 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 documents and as may be required by the Owner. Add the following to Paragraph 9.8.1: "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 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 fmal cleaning may remain for final completion. The Work may not be considered substantially complete if the corrective work 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." Supplement Paragraph 9.10.2 by adding the following: "Retainage shall not be paid until the Contractor has obtained certification or approvals required by law, 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 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 acceptance by the Yakima City Council. Such acceptance shall be due promptly upon the issuance of the Architect's final Certificate for Payment and Owner's receipt of Contractor's submissions required by this Section 9.10." ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY SUPPLEMENTARY CONDITIONS 00800 - 10 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS 10.2.4 Delete in its entirety and replace with the following: "Use of explosives are not permitted in this project." Add new subparagraphs: "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. 10.2.9 Contract documents, and all joint and subsequent phases of construction are governed, at all times by applicable provisions, amendments, etc., of governmental laws, regulations and ordinances. 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 the construction site." ARTICLE 11: INSURANCE AND BONDS 11.1 Contractor's Liability Insurance, expand Paragraph 11.1.1 to include the following: "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 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: 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 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 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. 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 from any loss, damage or expense which they may suffer by failure of the Contractor to comply with the above. Comprehensive General Liability and Automobile Liability Insurance: The Contractor shall take out and maintain during the life of this contract and longer where indicated, the following coverages: The City of Yakima and KDF Architecture shall be named as additional insureds for liability arising out of work under this contract as a result of negligence, real or alleged, on the part of the Contractor, his subcontractors and their subcontractors. The policy shall permit "cross liability", the situation of insured against insured. Coverage and minimum limits of liability shall be as follows: Comprehensive General Liability (including premises -operations; independent contractors' protective; products and completed operations; broad form property SUPPLEMENTARY CONDITIONS 00800 - 11 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS damage): Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Aggregate, Products and Completed Operations Property Damage: $1,000,000 Each Occurrence $1,000,000 Aggregate Products and Completed Operations Insurance shall be maintained for a minimum period of two years after final payment and Contractor shall continue to provide evidence of such coverage to Owner on an annual basis during the aforementioned period. Property Damage Liability Insurance shall include coverage for the following hazards: Explosion, Collapse, Underground. Contractual Liability (Hold Harmless Coverage) for Bodily Injury: $1,000,000 Each Occurrence Property Damage: $1,000,000 Each Occurrence $1,000,000 Aggregate Personal Injury, with Employment Exclusion deleted: $1,000,000 Aggregate Comprehensive Automobile Liability (owned, non -owned, hired): Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident Property Damage: $1,000,000 Each Occurrence Course of Construction Insurance Shall be as Follows: The Contractor shall carry the amount of the contract on an ALS 72 or similar form. Maximum $5,000.00 deductible; the Contractor shall be responsible for the amounts under the deductible. The City of Yakima, all subcontractors and the City of Yakima Architect / Engineering Consultants shall be named as additional insured." Delete Paragraph 11.4.1 in its entirety and substitute the following: "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 to one hundred percent (100%) of the Contract sum plus Washington State sales taxes." ARTICLE 12: UNCOVERING AND CORRECTION OF WORK 12.2.1.1 Correction of Work: add the following: "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 SUPPLEMENTARY CONDITIONS 00800 - 12 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS date of 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 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." 12.2.2.1 Add the following; "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." ARTICLE 13: MISCELLANEOUS PROVISIONS 13.1.1 add the following: "Contractors shall comply with Chapter 18.27 RCW relating to Contractor registration and Chapter 38.08 RCW relating to Contractor's bond." Add the following paragraphs: "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 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 Statistician of the Department of Labor & Industries, are made a part of this contract and are found bound herein in Section 01311. 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. 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 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. 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 Administration Building, Olympia, Washington 98504. Telephone (206) 753-6311." "13.9 WAGE RATE FORMS: 13.9.1 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 & Industries. 13.9.2 Upon completion of this contract, the local agency must receive from the Contractor and each 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 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 SUPPLEMENTARY CONDITIONS 00800 - 13 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS obtained from the Department of Labor & Industries. A fee amount required by state law for each "Statement of Intent to Pay Prevailing Wages" and "Affidavit of Wages Paid" is required to accompany each form submitted to the Department of Labor & Industries. These fees shall be incidental to all the bid items of this contract. 13.9.3 If using the occupation code for wage affidavits and payrolls, and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number." "13.10 EIGHT HOUR LAW AND PAYMENTS FOR LABOR: 13.10.1 In accordance with Chapter 49.28 RCW, the Contractor agrees that no laborer, workman or 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 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 necessary to be performed after regular working hours, or Sunday or legal holidays shall be performed without additional expense to the Owner." "13.11 OFFSHORE ITEMS 13.1L1. 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 utilized in the performance of the contract. 13.11.2 "Offshore Items" are those items procured from sources beyond the territorial boundaries of the United States including Alaska and Hawaii. 13.11.3 This certified statement is mandatory and must be received before final payment on the contract can be made." "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. 13.12.2 Contractorshall 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 (Title 29CFR, Part 30). 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 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 advertising, layoff or termination, rates of pay or other forms of compensation and selection for training. 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, creed, color, national origin, sex or age. The words "equal opportunity employer" in advertisements shall constitute compliance with this section. SUPPLEMENTARY CONDITIONS 00800 - 14 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS 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. 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 contract. 13.12.3 In the event of noncompliance by the Contractor with any of the nondiscrimination provisions of 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 received and accepted. 13.12.4 Contractors shall comply with applicable federal regulations and applicable provisions of Chapter 70.92 RCW relating to provisions for the aged and physically handicapped." ADD NEW ARTICLES TO GENERAL CONDITIONS: "ARTICLE 15: STATUTORY PROVISIONS Comply with all applicable codes, ordinances, regulations and statutory provisions relating to public works, including, but not limited to, the following: 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. 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. 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. 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 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. 15. WAC 51-20 relating to Accessibility. 16. WAC 296-62 relating to Occupational Health Standards." "ARTICLE 16: EQUAL OPPORTUNITY 16,1 The Contractor shall maintain policies of employment as follows: 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 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 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. SUPPLEMENTARY CONDITIONS 00800 - 15 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS 16.1.2 The Contractor and all subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, or national origin." END OF SECTION 00800 SUPPLEMENTARY CONDITIONS 00800 - 16 CITY IF YAKIMA KISSEL PARK SITE IMPROVEMENTS CERTIFICATE OF COMPLIANCE I / 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 Chesterley Park Site Improvements in Yakima, Washington, for the City of Yakima Department of Parks and Recreation. Company Name Authorized Signature Date END OF CERTIFICATE SUPPLEMENTARY CONDITIONS 00800 - 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK STYE IMPROVEMENTS SECTION 00900 SPECIAL CONDITIONS PART 1 - GENERAL 3 PROVISIONS FOR WOMEN AND MINORITY BUSINESS PARTICIPATION AND AFFIRMATIVE ACTION 6 Prior to awarding a contract, the Owner requires that documentation be provided regarding efforts to maximise the opportunity for Women and Minority Business Enterprises and Women and Minority 9 Workforce Utilization in the performance of this project. The goal for the project is 10% WMBE participation. 12 The Contractor shall: 15 o Identify the MBEs/WBEs used to fulfill the goal. o Identify the subcontractors with the percentage of work they will do. o Furnish an Affirmative Action profile, by ethnic category, on the subcontractors' employees proposed to be utilized to do the subcontract work. o Furnish an Affirmative Action profile, by ethnic category, on the general contractor's 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. Other pertinent information is included in this Section. Forms are included in Section 00200, Bid Form. 18 21 24 27 30 33 SPECIAL CONDITIONS 00900 - 1 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. 1 1 RESOLUTION NO. D 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carrieswith it the obli- gation of contracting with Women_ And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business'Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YARIMkt The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this , ,r tkday of 1983. 1) ATTEST: City Clerk t y . Mayor AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. in all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If suchworker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractors file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy, and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy extemally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractors recruitment areas. g - h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. q• 11 1 1f 1I 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.1 SECTION INCLUDES A. Contract Description: The Work consists of construction of a City Park on 17.5acres of undeveloped land at South 32°d Avenue and Mead Avenue in Yakima, Washington. The Work includes construction of 12 tennis courts, picnic shelter, restrooms/storage building, walking trail and parking: Existing soil at the site is contaminated with lead arsenate. Levels of lead arsenate vary throughout the site. The site has been divided into four areas based on level of contamination as indicated on Sheet G0.3. Area 1 has the lowest amount of contamination and Area 4 the highest. Remediation and clean-up of the contaminated soil is included in the Work of this contract. The work required to clean-up the contaminated soil is called out on Sheet G0.3 under Site Clean -Up Action Notes and the definition of the four areas of contamination and in other sections of this Specification. Cooperate fully with the Owner's engineer in scheduling tests of remediated soil and allowing time for analysis. Lead arsenate is potentially harmful to human beings. Lead and arsenic occur above the state cleanup levels throughout the upper 2 feet of soil at the site. Maximum concentrations of arsenic were 113 parts per million (ppm) and occur in the southeast corner of the site. Maximum concentrations of lead is 335 ppm which also occurs in the southeast corner of the site. The state cleanup level, designed to protect children, is 20 ppm for arsenic and 250 ppm for lead. Cleanup levels for industrial worker exposure are 200 ppm for arsenic and 1,000 ppm for lead. It is suggested the Contractor establish a Worker Protection Plan to protect workers involved in the tilling, excavating, transporting, placing, compaction, grading or any other operation that disturbs the contaminated soil. The plan will be submitted to the Architect and Owner for review prior to commencing with the site remediation work in accordance with the requirements of Section 01300. B. Work by Owner. C. Contractor use of site and premises. D. Work Sequence. 1.2 WORK BY OWNER A. Owner will engage the services on an Environmental Engineer to collect samples and test soils after deep tilling in Areas 1 and 3 and upon completion of excavation of soil > 2 feet deep in Area 2. Notify Engineer two working days prior to completion of these activities in these areas. Engineer will collect samples within 48 hours of notification to confirm clean soils in all deep tilled/excavated areas of the site. Allow 5 working days following the collection of soil samples for analysis and delineation of areas needing additional excavation. Notify Engineer two days working prior to conducting additional excavation. SUMMARY OF WORK 01010 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.3 CONTRACTOR USE OF SITE AND PREMISES A. Access to Site: Limited to areas shown on Site Plan. B. Parking: Personal vehicles belonging to construction personnel shall be limited to designated construction yards or on street where permitted. C. Construction Operations: Limited to areas noted on Plans. 1.4 WORK SEQUENCE A. Contaminated soil remediation and clean-up is to be completed in the sequence as indicated on Sheet G0.3. Soil clean-up will be completed before other construction can take place. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION SUMMARY OF WORK 01010 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01019 CONTRACT CONSIDERATIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Schedule of values. B. Application for payment. C. Change procedures. D. Measurement and payment - unit prices E. Alternates. 1.2 RELATED SECTIONS A. Section 01025 - Measurement and Payment. B. Section 01027 - Applications For Payment. C. Section 01028 - Modification Procedures. D. Section 01030 - Alternates. E. Section 01600 - Material and Equipment: Product substitutions and options. 1.3 SCHEDULE OF VALUES A. Submit a printed schedule on MA Form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered. B. Submit Schedule of Values in duplicate within 20 days after date established in Notice to Proceed. C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major specification Section. Identify site mobilization, bonds and insurance. D. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item. E. Include a separate line item to include all elements associated with cleanup of he contaminated soils. Elements to be included in this line item are as follows: 1. Excavation of cleanup areas and spreading excavated soils on site to rough grades. 2. Deep tilling in areas 1, 3 and 75% of areas 2A and 2B. 3. Place, grade and compact soil at paved areas. 4. Placing marker fabric under soil cap. 5. Soil sterilization at asphalt and concrete area. 6. Screened composted manure at Areas 1, 3 and 75% of Areas 2A and 2B. 7. Rototilling composted manure. 8. Fine grade site. 9. Site staking. 10. Demolition of existing irrigation line. 11. Hydroseeding. 12. Irrigation. CONTRACT CONSIDERATIONS 01019 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 14. Excavation at tennis courts, tennis court drainage including catch basins, 8" pipe, 4" pipe, gravel backfill at trenches and riprap at bioswales. F. Include within each line item, a direct proportional amount of Contractor's overhead and profit. G. Revise schedule to list approved Change Orders, with each Application For Payment. 1.4 APPLICATIONS FOR PAYMENT A. Submit five copies of each application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. For Site Cleanup line item, provide percentage of work complete verbal description work accomplished during the period. C. Payment Period: Monthly. 1.5 CHANGE PROCEDURES A. The Architect/Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710. B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change. Contractor will prepare and submit an estimate within 15 days. C. The Contractor may propose changes by submitting a request for change to the Architect/Engineer, describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. [Document any requested substitutions in accordance with Section 01600. D. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect/Engineer. E. Unit Price Change Order: For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Directive. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. F. Construction Change Directive: Architect/Engineer may issue a directive, on AIA Form G713 Construction Change Directive signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute the change. G. Time and Material or Force Account Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Architect/Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. H. Maintain detailed records of work done on Time and Material or Force Account basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. I. Change Order Forms: AIA G701Change Order. CONTRACT CONSIDERATIONS 01019 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS J. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 MEASUREMENT AND PAYMENT - UNIT PRICES A. Authority: Measurement methods are delineated in the individual specification sections. B. Take measurements and compute quantities. The Architect/Engineer will verify measurements and quantities. C. Payment Includes: Full compensation for required labor, Products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. D. Defect Assessment: Replace the Work, or portions of the Work, not conforming to specified requirements. If, in the opinion of the Architect/Engineer, it is not practical to remove and replace the Work, the Architect/Engineer will direct an appropriate remedy or adjust payment. 1.7 ALTERNATES A. Accepted Alternates will be identified in Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work as required. C. Schedule of Alternates: See Section 01030. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION CONTRACT CONSIDERATIONS 01019 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01028 MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Submittals. B. Documentation of change in Contract Sum/Price and Contract Time. C. Change procedures. D. Construction Change Directive. E. Stipulated Sum change order. F. Unit price change order. G. Execution of change orders. H. Correlation of Contractor submittals. 1.2 RELATED SECTIONS A. General Conditions: Governing requirements for changes in the Work, in Contract Sum/Price, and Contract Time. B. Supplementary Conditions: Percentage allowances for Contractor's overhead and profit. C. Section 01300 - Submittals: Work schedule. D. Section 01300 - Submittals: Schedule of values. E. Section 01600 - Material and Equipment: Product options and substitutions. F. Section 01700 - Contract Closeout: Project record documents. 1.3 SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: AIA Document 0701 Change Order. 1.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND, CONTRACT TIME A. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. B. Provide additional data to support computations: MODIFICATION PROCEDURES 01028 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1. Quantities of products, labor, and equipment. 2. Taxes, insurance, and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. 1.5 CHANGE PROCEDURES A. The Architect/Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by AIA A201, 1997 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710. B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, if required. Contractor will prepare and submit an estimate within 14 days by issuing a Change Order Proposal. All Change Order Proposal's shall contain a number matching the corresponding Proposal Request number. C. The Contractor may propose a change by submitting a request for change to the Architect/Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation Document any requested substitutions in accordance with Section 01600. 1.6 CONSTRUCTION CHANGE DIRECTIVE A. Architect/Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or Contract Time. C. Promptly execute the change in Work. 1.7 STIPULATED SUM CHANGE ORDER A. Based on Proposal Request and Contractor's corresponding Change Order Proposal fixed price quotation, Contractor's request for a Change Order, or a Change Order Directive as approved by Architect/Engineer. 1.8 UNIT PRICE CHANGE ORDER A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Directive. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Force Account Change Order. MODIFICATION PROCEDURES 01028 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.9 FORCE ACCOUNT CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Architect/Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Force Account basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.10 EXECUTION OF CHANGE ORDERS A. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.11 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust times for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION MODIFICATION PROCEDURES 01028 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01030 ALTERNATES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Submission procedures. B. Documentation of changes to Contract Sum/Price and Contract Time. 1.2 RELATED SECTIONS A. Agreement: Incorporating monetary value of accepted Alternates. B. Instructions To Bidders, Bid Form: Requirements for Alternates. C. Section 01300 - Submittals: Work schedule affected by Alternates. D. Section 01600 - Material and Equipment: Product options and substitutions. 1.3 SUBMISSION REQUIREMENTS A. Submit Alternates identifying the effect on adjacent or related components. B. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at the Owner's option. Accepted Alternates will be identified in the Owner -Contractor Agreement. C. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. 1.4 SELECTION AND AWARD OF ALTERNATES A. Indicate variation of Bid Price for Alternates described below and listed in the BID FORM document. This form requests a "difference" in Bid Price by adding to or deducting from the base Bid Price. B. Bids will be evaluated on the base bid price. After determination of a bidder, consideration will be given to Alternates and Bid Price adjustments. 1.5 SCHEDULE OF ALTERNATES A. Alternate No. Al - Delete Eight Foot Asphalt Pathway: The Base Bid includes an eight foot wide asphalt pathway as indicated on Sheets C2.1 and C2.2. Alternate Al is a deduction for not constructing that portion of the pathway without the gray shading . B. Alternate No. A2 - Delete Picnic Shelter: The Base Bid includes construction of the picnic shelter, earth berm as west side, and the concrete slab and concrete approach walk. Alternate A2 is a deduction for not constructing the picnic shelter, earth berm, concrete slab and concrete approach walk. ALTERNATES 01030 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Alternate No. A3 - Delete Parking Lot Light Fixtures: The Base Bid includes parking lot light fixtures. Alternate A4 is a deduction to not provide and install the parking lot light fixtures. Under the Alternate provide conduit only to pole locations noted on Sheet C2.1. Cap and mark conduit locations for future light fixture installation. Also reference Sheet E1.1 D. Alternate No. A4 - Delete Restroom Building: The Base Bid includes construction of the Restroom Building. Alternate A4 is a deduction to not construct the RestroomBuilding. Not included in the deduction is the 6" CMU wall where the electrical panels and sevice panels are mounted, underground water, electrical and sanitary sewer work as shown on plans to closest accessible point for future restroom construction (SOV -Water, CO -SS and at Storage/Chase location for electrical). E. Alternate No. A5 - Delete Central Tennis Mall Plaza Construction: Under the Base Bid, the Central Tennis Mall Plaza is constructed with concrete. Alternate 5A is a deduction to construct the Central Tennis Mall Plaza with asphalt. The asphalt surfacing would be constructed similar to the pathway construction with a crown top. F. Alternate No. A6 - Delete the Concrete Practice Wall: The Base Bid includes the construction of a 8' x 16' x 6" thick concrete practice wall. Alternate A6 is a deduction to not construct this wall. If the alternate is accepted, extend the typical chain link fence and wind block fabric through this area. G. Alternate No. A7 - Delete Asphalt Basketball Court: The Base Bid includes construction of a 56' wide x 100' foot long asphalt basketball court with two backboard assemblies and painted court stripping. This alternate deletes construction of all these items. H.. Alternate No. A8 -Off-Site Irrigation Pipe Replacement: The Base Bid does not include off- site irrigation pipe replacement. Under Alternate No. A8, provide unit prices for replacement of irrigation pipe adjacent to site boundaries serving surrounding residences. Provide unit costs for connection to Naches-Cowiche Irrigation District 12" force main of Schedule 125 PVC pipe in place, buried 2 feet deep, sloped to drain, in both 6" and 4" diameter sizes. Also provide unit prices for tee connections at both force main and to existing unknown conditions in configurations detailed in unit price schedule on Bid Form. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION ALTERNATES 01030 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01039 COORDINATION AND MEETINGS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Preconstruction meeting. C. Site mobilization meeting. D. Progress meetings. E. Preinstallation meetings. F. Equipment electrical characteristics and components. G. Examination. H. Preparation 1.2 RELATED SECTIONS A. Section 01041 - Project Coordination: Coordination with Project Manager. 1.3 COORDINATION A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. Duct work for HVAC systems, lighting, plumbing, fire protection systems, conduit, and other items need to be installed in limited space. These spaces are restricted by existing construction and functional requirements. Due to these constraints, exceptional coordination efforts are required on this project. Items that have not been coordinated resulting in space conflicts shall be removed and reinstalled after coordination with other items that can not be adjusted. Removal and reinstallation of items resulting from poor or no coordination shall be at no additional cost to the Owner. D. In finished areas conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with fmish elements. E. Coordinate completion and clean up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's partial occupancy. F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.4 PRECONSTRUCTION MEETING COORDINATION AND MEETINGS 01039 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Architect will schedule a meeting after Notice of Award. B. Attendance Required: Owner, Project Construction Manager, Building Official, Fire Chief, Architect, Contractor, and major subcontractors. C. Agenda: 1. Execution of Owner -Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties in Contract and the Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Use of premises by Owner and Contractor. 8. Survey, site improvements and layout of buildings. 9. Security and housekeeping procedures. 10. Schedules. 11. Procedures for testing. 12. Procedures for maintaining record documents. 13. Requirements for start-up of equipment. 14. Inspection and acceptance of equipment put into service during construction period. 15. Other items as may be determined by the Architect. D. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect/Engineer, Owner, participants, and those affected by decisions made. 1.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at weekly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, Architect's Consulting Engineers as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of progress during previous period. 3. Planned progress during succeeding work period. 4. Identification of problems which impede planned progress. 5. Maintenance of progress schedule 6. Review of submittals schedule and status of submittals. 7. Review of outstanding Requests -For -Information. 8. Effect of proposed changes on progress schedule and coordination 9. Review of off-site fabrication and delivery schedules. 10. Questions by Subcontractors. 11. Discussion of new issues impacting the Work. 12. Comments by Owner, Architect, Architect's consultants. 13. Maintenance of quality and work standards. 14. Maintenance of job site safety. COORDINATION AND MEETINGS 01039 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS E. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. 1.6 PRE -INSTALLATION MEETING A. When required in individual specification sections, convene a Pre -installation meeting at work site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of installation, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. PART 2- PRODUCTS 2.1 EQUIPMENT ELECTRICAL CHARACTERISTICS AND COMPONENTS A. Motors: Refer to Section 15170, NEMA MG1 Type. Specific motor type is specified in individual specification sections. B. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box. C. Cord and Plug: Provide minimum 6 foot (2 m) cord and plug including grounding connector for connection to electric wiring system. Cord of longer length is specified in individual specification sections. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural attachment of new Work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Verify that utility services are available, of the correct characteristics, and in the correct location. 3.2 PREPARATION COORDINATION AND MEETINGS 01039 - 3 CITY OF YAKIMA KISSEL PARK Sim IMPROVEMENTS A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply any manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. END OF SECTION COORDINATION AND MEETINGS 01039 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01041 PROJECT COORDINATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Project coordination by the Owner's Project Manager. B. Construction mobilization. C. Schedules. D. Submittals. E. Coordination drawings. F. Closeout procedures. 1.2 RELATED SECTIONS A. Section 01010 - Summary of Project: Work covered by each Contract, Work sequence, and Owner occupancy. B. Section 01039 - Coordination and Meetings: Project meetings, Preconstruction meetings, and Progress meetings. C. Section 01700 - Contract Closeout: Contract Closeout Procedures. 1.3 CONSTRUCTION MOBILIZATION A. Cooperate with the Owner in allocation of mobilization areas of site; for field offices and sheds, for site access, traffic, and parking facilities. B. Comply with Architect's procedures for intra -project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. C. Comply with instructions of the Architect for use of temporary utilities and construction facilities. 1.4 SCHEDULES A. Submit preliminary progress schedule in accordance with Section 01300. B. After review, revise and resubmit schedule to comply with revised Project schedule. C. During progress of work revise and resubmit with Applications for Payment. 1.5 SUBMITTALS PROJECT COORDINATION 01041 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Submit preliminary shop drawings, product data and samples in accordance with Section 01300 for review and compliance with Contract Documents, for field dimensions and clearances, for relation to available space, and for relation to work of separate contracts. Revise and resubmit as required. B. Submit requests for information of Contract Documents, and obtain instructions through the Architect/Engineer. C. Process requests for substitutions, and change orders, through the Architect/Engineer. D. Deliver closeout submittals for review and preliminary inspection reports, for transmittal to Architect/Engineer. 1.6 COORDINATION DRAWINGS A. Provide information required by Project Coordinator for preparation of coordination drawings. B. Review drawings and affix a stamp indicating the Contractors review and approval prior to submission to Architect/Engineer. 1.7 CLOSEOUT PROCEDURES A. Notify Architect when Work is considered ready for Substantial Completion. B. Comply with Architect's instructions to correct items of work listed in executed Certificates of Substantial Completion and for access to Owner occupied areas. C. Notify Architect when Work is considered finally complete. D. Comply with Project Coordinator's instructions for completion of items of Work determined by Architect/Engineer's final inspection. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION PROJECT COORDINATION 01041 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01090 REFERENCE STANDARDS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Quality assurance. 1.2 RELATED SECTIONS A. General Conditions: Reference standards. 1.3 QUALITY ASSURANCE A. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents. C. Obtain copies of standards when required by the Contract Documents. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from the Architect/Engineer before proceeding. F. The contractual relationship, duties, and responsibilities of the parties in Contract nor those of the Architect/Engineer shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION REFERENCE STANDARDS 01090 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01200 PROGRESS AND PAYMENT PART 1 - GENERAL 1.1 TIME OF COMPLETION A. The time under this contract shall be commenced on a date to be specified in the Notice to Proceed. The entire project shall be constructed and completed in the amount of time stated in the Agreement. 1.2 PROGRESS SCHEDULE AND SCHEDULE OF COSTS A. Prepare and submit in accordance with Section 01310. 1.3 PAYMENT AND RETAINED PERCENTAGE A. Payment period shall be as stated in Section 01025. The following are requirements in addition to those specified in Section 01025. B. Payment request submitted to Owner must state that the prevailing wages have been paid in accordance with the pre -filled statement or statements of intent on file with the Department of Labor and Industries as approved by the Industrial Statistician. C. The payment of all retainage shall be withheld pending receipt of evidence that the project has been completed, that there are no unsatisfied liens against the withheld funds, and that State and local sales taxes and Federal taxes have been paid in full. (NOTE: See Article 9 of General Conditions). 1.4 AFFIDAVIT/SUBCONTRACTOR RECEIPTS A. The Contractor shall include, when requested by the Owner, with each application for payment after the first, an affidavit stating that all Subcontractors have been paid (less earned retainage) as their interest appeared in the last preceding Certificate of Payment, and shall be accompanied by a signed receipt from the principal Subcontractors as listed in the Bid Form that they have received payment for the previous month's work. No application for payment shall be processed unless accompanied by both the affidavit and the receipts. 1.5 TAXES A. Refer to Supplementary Conditions, paragraph 3.6.1. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION PROGRESS AND PAYMENT 01200 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.1 PROGRESS SCHEDULE A. Submit in accordance with Section 01310. 1.2 REQUEST FOR SUBSTITUTIONS A. See General Conditions, Instructions to Bidders paragraph, as modified by Supplementary Conditions. 1.3 MATERIALS LISTS A. Review of matenals: Contractor shall submit material lists for review within 15 days of Contract date. B. Ordering materials: Contractor shall place firm order for materials within 25 days of Contract date. Contractor will be eligible for payment less retainage for materials properly stored on site. Non- delivery of materials will not constitute dust cause for extension of time unless above conditions have been complied with and dated copies of orders are received by Architect within 30 days of contract date. 1.4 SHOP DRAWINGS A. Requirements herein are in addition to those in General Conditions. Contractor shall file with the Architect sufficient number of copies of shop drawings for his use plus one for Architect, one for consultant if applicable, and one for Owner. Shop drawings will be of one size or multiples of one size. It is suggested that they be 8-1/2 x 11 inches or multiples thereof in order to facilitate filing and mailing. B. Shop drawings shall be prepared for this particular project. Drawings prepared specifically for other projects and revised for this project will be rejected. C. Make reference on shop drawings to the construction document details to which the shop drawings refer. D. Submit sufficiently in advance to afford ample time for consideration, checking, correcting, and re -checking. Contractor shall review and accept all shop drawings prior to transmitting to Architect. Changes to the contract documents shall be identified by conspicuous reference markings and be accompanied by letter setting forth reason for change. Submit shop drawings for not less than the following: all work customary and/or identified in technical sections of the Specifications, all substitutions, and elsewhere Architect deems necessary. 1.5 CERTIFICATION OF INSURANCE A. Refer to Article 11 in General Conditions as modified by Supplementary Conditions for required certificates of insurance. SUBMITTALS 01300 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.6 SUBCONTRACTOR LIST A. Each Contractor shall submit list of all subcontractors he intends to use on this project within 7 days of notification of the Selection for the award of the Contract. See Instruction to Bidders. 1.7 BONDS A. Refer to General Conditions and Supplementary Conditions Section for required bonds. 1.8 SAMPLES A. Furnish samples of materials for testing and selection as requested or specified. 1.9 MAINTENANCE AND OPERATING MANUALS A. Maintain and submit in accordance with Section 01700. 1.10 RECORD DRAWINGS A. Maintain and submit in accordance with Section 01700. 1.11 OTHER SUBMITTALS A. Refer to Technical Sections herein for required guarantees, warranties, and compliance certificates. 1.12 CLAIMS FOR EXTRA COSTS A. Claims for extra costs will not be considered for work shown on shop drawings unless request is noted in Contractor's transmittal letter and then acknowledged by Architect in Change Order form. 1.13 MATERIALS SAFETY AND DATA SHEET (MSDS) A. Contractor shall submit MSDS sheets to the Owner, for products to be used on the job, 48 hours prior to use of products. These will be retained by the school building for informational purposes. 1.14 WORKER PROTECTION PLAN A. Before commencing with the Work of cleaning -up contaminated soils, submit for review and approval a Worker' s Protection Plan of engineered controls to assure worker and supervision health protection. The program shall cover workers and supervisors with potential exposure to lead arsenate soils during the tilling, excavation, transportation, compaction, covering or other disturbance of contaminated soils. The program shall meet or exceed the requirements of the State of Washington Division of Industrial Safety & Health General Occupational Health Standards, Chapter 296-62 WAC. At a minimum, the Plan should include the following elements: 1. Dust Suppression Program. 2. Protective Clothing. 3. Monitoring Program. 4. Documentation. PART 2 - PRODUCTS SUBMITTALS 01300 - 2 Not Used PART 3 - EXECUTION Not Used CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS END OF SECTION SUBMITTALS 01300 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01310 SCHEDULES AND REPORTS PART 1 - GENERAL 1.1 GENERAL REQUIREMENTS A. The Work under this Contract will be planned, scheduled, executed, and reported using the Critical Path Method (hereinafter referred to as: CPM), pursuant to the provisions of Article 3.10 of the General Conditions ("Progress Schedule"), Article 4 of the Owner -Contractor Agreement ("Time of Commencement and Substantial Completion") and any schedule or completion dates described in the project manual. B. Any and all milestone or Specific Dates listed in these specifications, or elsewhere in the Contract Documents, represent only the major items of construction/erection work or interface dates. The Milestone Completion Dates indicated are considered essential to the satisfactory performance of this Contract and to the coordination of all work on the project. The Specific Dates fisted represent the latest allowable completion dates. Earlier completion dates may be established as agreed by the Contractor and the Construction Project Director. C. If the Contractor should desire or intend to complete the Work earlier than any required Milestone or Completion date, the Owner or the Construction Project Director shall not be liable to the Contractor for any costs or other damages should the Contractor be unable to complete the Work before such Milestone or Completion date. D. No progress payments will be made until the preliminary schedule is submitted and approved. 1.2 POST AWARD ACTIVITIES A. Within fourteen (14) calendar days following Notice to Proceed, the Contractor shall submit to the Architect, a CPM Schedule in precedence form for his construction/erection work scope. The form of submittal of the contract scheduling document, including logic diagrams, is as follows: 1. The Contractor shall submit to the Architect two (2) blueline drawings (minimum size 11x17) of his proposed Contract Activities. The schedule shall consist of a network diagram with activity descriptions and durations and supporting data which will explain the Contractor's planning of the work and provide cost allocation and resource estimates for each activity. 2. The CPM Schedule diagram shall include: a. The order and interdependencies of the Contractor's activities and the major points of the interface or interrelation with the activities of others, including Specific Dates for completion. b. Conformance with and identification of the Specific Dates specified in the Contract Documents. c. The description of work by activity. d. The time required for engineering submittal time for A/E review, preparation and review of shop drawings, manufacturing, and delivery of Contractor -furnished materials, especially long lead items. e. Critical Path (or Paths). f. Testing of equipment and materials. g. The CPM Schedule shall provide a complete and detailed sequence of operations of SCHEDULES AND REPORTS 01310 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS the Work within the time limits specified in the contract. h. Dates of occupancy of completed Work. i. Startup and testing time for systems and equipment. J. Training time. 3. The identity and duration of all activities to be included in this CPM Schedule shall meet the following criteria: a. Activity descriptions shall be clear and concise. The beginning and end of each activity shall be readily verifiable. Duration for each task shall not exceed 20 working days. b. Responsibility for each activity shall be identified with a single performing organization. c. The cost component for each activity shall be provided. The sum of the activity cost components shall equal the contract price. d. The identity of any potential problems or constraints related to the implementation of the overall construction plan, including power shutdown and other impacts to occupancy. • B. The CPM Schedule shall indicate an early completion date for the project that is not later than the project's required completion date. All activity durations shall be given in calendar days. The CPM Schedule shall also indicate each of the following: 1. Interfaces with the work of outside contractors, e.g., utilities, power, and with any separate contractor. 2. Description of activity including activity number/numbers. 3. Estimated duration time for each activity. 4. Early start date for each activity. 5. Late start date for each activity. 6. Early finish date for each activity. 7. Late finish date for each activity. 8. Float available for each batch of activities containing float. 9. Actual start date for each activity. 10. Actual finish date for each activity. 11. Identification of all Critical Path activities in the mathematical analysis. 12. The Critical Path for the project, with said path of activities shall be clearly and easily recognizable on the time -scaled CPM Schedule Diagram. The relationship between all non- cntical activities and activities on the Critical Path shall be clearly shown on the CPM Schedule Diagram. 13. The dollar value of each activity in progress or completed. C. It is to be expressly understood and agreed by the Contractor that the schedule is an estimate to be revised every thirty (30) days as progress proceeds, and that the Owner does not guarantee that Contractor can start work activities on the "early start" or "late start" dates or complete work activities on the "early finish" or "late finish" date shown in the Schedule, or as same may be updated or revised; nor does the Owner or guarantee that Contractor can proceed at all times in the sequence established by said Schedule. If Contractor's Schedule indicates that Owner or a separate contractor is to perform an activity by a specific date, or within a certain duration, Owner or any separate contractor under contract with Owner shall not be bound to said date or duration unless Owner expressly and specifically agrees in writing to same; the Owner's, and/or the Design Consultant's overall review and approval or acceptance of the Schedule does not constitute an agreement to specific dates, durations or sequences for activities of the Owner or any separate contractor. SCHEDULES AND REPORTS 01310 - 2 CITY OF YAKIIVIA KISSEL PARK SITE IMPROVEMENTS D. The Architect will review the Contractor's Schedule to determine compliance with projected completion date. The Contractor shall revise his Schedule as required to support the Project construction and shall submit his revised Schedule to the Architect as soon as practical but in all cases within fourteen (14) calendar days. E. Within fifteen (15) calendar days following Notice to Proceed, the Contractor shall submit a Schedule of Values for acceptance by the Owner. The Schedule of Values will allocate a dollar value (cost) for each activity of the CPM Schedule. The sum of all activity costs shall be CSI coded with a cost code corresponding to the subcontractor responsible for performing the Work so that subtotals for each division of the Work can be prepared. F. The accepted Schedule of Values shall represent a fair, reasonable, and equitable dollar (cost) allocation for each activity on the CPM Schedule. G. Within five (5) calendar days following acceptance of the Schedule of Values, the Contractor shall provide two (2) copies (minimum size 24"x36") of the Preliminary CPM Schedule, the Schedule of Values and Computer Reports to the Architect for final review and acceptance. The accepted CPM Schedule shall then be the basis for evaluating the progress of the Work, subject to such revisions made in such schedule as provided for herein or in the Contract Documents. H. Within five (5) calendar days of acceptance of the Preliminary CPM Schedule, the Contractor shall provide four (4) bluelines and one (1) sepia of the final CPM Schedule, and the Schedule of Values to the to the Architect. I. If the Contractor therefore desires to make changes in its method of operating and scheduling, he shall follow the procedures set out in Paragraph 2.02, Network Revisions, of this Section. J. Acceptance by the Owner of the Contractor's CPM Schedule shall not relieve the Contractor of the responsibility for accomplishing the Work within each and every Contract -required Milestone and Completion date. The Owner hereby disclaims any obligation or liability by reason of acceptance of the CPM Schedule. 1.3 UPDATES A. The Progress Report submitted by the Contractor shall show the activities, or portions of activities, completed during the reporting period, the actual start and finish dates for these activities, remaining duration and/or estimated completion dates for activities currently in progress, and the progress along and deviations from the Cntical Path in terms of days ahead and days behind Specific or Milestone Dates. B. The Architect and the Owner will not be obligated to review or to process any Application for Progress Payment until the Contractor has submitted his Progress Report. 1.4 PROGRESS PAYMENTS A. The submission and approval of progress updates and the reports calculating the value of work done for any given pay period for each activity based on the percentage complete for that activity less the amount previously paid for past percentages complete and percent of retainage shall be an integral part and basic element of the Application upon which the Progress Payments shall be made pursuant to the provisions of the General Conditions. The Contractor shall be entitled to progress payments only as determined from the current updated and approved Progress Report. SCHEDULES AND REPORTS 01310 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. No payment for work will be approved until the Contractor has complied with the provisions of this Section. 1.5 CONTRACTOR'S ORGANIZATION A. The Contractor shall maintain as part of its organization, if requested by the Owner, a staff of sufficient size knowledgeable in the use and application of CPM and whose responsibility will be to prepare input information for the CPM Schedule, monitor progress, provide input for updating and revise logic diagrams when necessary. 1.6 RECOVERY SCHEDULE A. Pursuant to Paragraph 4.12 of the General Conditions, should any of the conditions exist such that certain activities shown on the Contractor's CPM Schedule fall behind schedule to the extent that any of the specific dates are in jeopardy, the Contractor shall be required to, at no extra cost to the Owner, prepare and submit to the Architect a supplementary Recovery Schedule, in a form and detail appropriate to the need, to explain and display how he intends to reschedule those activities to regain compliance with the CPM Schedule during the immediate subsequent pay period. B. The Contractor shall do the following after determination of the requirement for a Recovery Schedule: 1. Within three (3) calendar days, the Contractor shall submit a Recovery Schedule for acceptance to the Architect. The Recovery Schedule shall be prepared to a similar level of detail as the CPM Schedule and shall have a maximum duration of one (1) month. 2. Any revisions necessary as a result of this review shall be resubmitted by the Contractor for acceptance within two (2) calendar days of the conference. The approved Recovery Schedule shall then be the Schedule which the Contractor shall use in planning, organizing, directing, coordinating, performing and executing the Work (including all activities of subcontractors, equipment vendors and suppliers) for its one (1) month duration, to regain compliance with the CPM Schedule. 1.7 NETWORK REVISIONS A. Should the Contractor, after approval of the initial CPM Schedule desire to change his plan of construction, he shall submit his requested revisions to the Architect including a description of the logic for rescheduling the work, methods of maintaining adherence to Intermediate Milestones and Specific Dates. The Contractor shall revise his Schedule to include the effect of changes, acts of God or other conditions or events which have affected the CPM Schedule. If the requested changes are acceptable to the Architect, they will be incorporated by the Contractor into the CPM Schedule in the next reporting period. B. When the Owner orders changes by Change Order which have the potential to impact the Contract Milestones or Specific Dates stipulated, a Network will be prepared by the Contractor and provided to the Architect. After the Network has been accepted by the Owner, it will be incorporated into the CPM Schedule by the Contractor. C. Neither the updating or revision of Contractor's Detailed Construction Schedule nor the submission, updating, change or revision of any report or schedule for Owner's review or nonobjection of any such report or schedule shall have the effect of amending or modifying, in any way, the Contract Time, any Contract Completion Date, or Contract Milestone Dates or of modifying or limiting in any way Contractor's obligations under this Contract. 1.8 FLOAT TIME SCHEDULES AND REPORTS 01310 - 4 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Float time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the CPM Schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. Contractor's work shall proceed according to start. dates, and the Owner shall have the right to reserve and apportion float time according to the needs of the project. The Contractor acknowledges and agrees that actual delays, affecting paths of activities containing float time, will not have any effect upon Contract Completion times, providing that the actual delay does not exceed the float time associated with those activities. B. Extensions of time for performance as described in the Contract Documents will be granted only to the extent that time adjustments for the activity or activities affected by any condition or event which entitles the Contractor to a time extension exceed the total float or slack along the path of activities affected at the time of Notice to Proceed of a Change Order or the commencement of any delay or condition for which an adjustment is warranted under the Contract Documents. 1 1.9 COORDINATION A. The Contractor shall coordinate his work with that of other contractors and shall cooperate fully Iwith the Owner in maintaining orderly progress toward completion of the Work as scheduled. B. Failure of Owner -furnished equipment and materials to arrive as scheduled, or failure of other I construction contracts to meet their schedule, shall not be justification for an extension of time, except where such failure causes delay, in the opinion of the Architect, in which case the provisions of the General Conditions regarding extensions of time and extra work shall apply. C. The Contractor shall keep himself, and his subcontractors, advised at all times during the course of the Work regarding delivery status of Owner -furnished equipment and material and of the progress of construction work being performed under separate contracts. 1 1 1 1 1 1 1 1 1 1 1.10 DEFAULT A. Failure of the Contractor to substantially comply with the requirements of this Section shall constitute reason that the Contractor is failing to prosecute the Work with such diligence as will insure its completion within the Contract times and shall be considered grounds for termination by the Owner, pursuant to Subparagraph 14.3.1 of the General Conditions. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION SCHEDULES AND REPORTS 01310 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01311 PREVAILING WAGE RATES PART 1 - GENERAL 1.1 GENERAL REQUIREMENTS A. RCW 39.12.030 requires that the public agencies print these prevailing wage rates in contract specifications. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION PREVAILING WAGE RATES 01311 - 1 1 YAKIMA County - Effective. 8/31/01 Page 1 of 11 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided 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 $34.54 1M 5D COLLARS AND WELDING SAWFILER $27.97 1M 5D SHINGLER $27 97 1M 5D http //www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 YAKIMA County - Effective 8/31/01 Page 2 of 11 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 DIVER TENDER $37.01 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $35.67 1B 5D 8L ASSISTANT MATE (DECKHAND) $35.23 1B 5D 8L BOATMEN $35.67 1B 5D 8L ENGINEER WELDER $35 72 1B 5D 8L LEVERMAN, HYDRAULIC $37 11 1B 5D 8L MAINTENANCE $35.23 1B 5D 8L MATES $35 67 1B 5D 8L OILER $35.33 1B 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 JACKHAMMER OPERATOR $29.81 4A 5A 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 $42 25 4A 61 http.//www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 1 YAKIMA County - Effective 8/31/01 Page 3 of 11 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 FLAGGERS JOURNEY LEVEL $22.53 1M 5D GLAZIERS JOURNEY LEVEL $18.43 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $35.83 1F 5C HEATING EQUIPMENT MECHANICS MECHANIC $18.45 1J 5A INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $6 72 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $34 34 1M 5D IRONWORKERS JOURNEY LEVEL $37 07 1B 5A LABORERS ASPHALT RAKER $24.73 1M 5D BALLAST REGULATOR MACHINE $24 25 1M 5D BATCH WEIGHMAN $22 53 1M 5D CARPENTER TENDER $24 25 1M 5D CASSION WORKER $25.09 1M 5D CEMENT DUMPER/PAVING $24 73 1M 5D CEMENT FINISHER TENDER $24.25 1M 5D CHIPPING GUN (OVER 30 LBS) $24 73 1M 5D http //www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 YAKIMA County - Effective- 8/31/01 Page 4 of 11 CHIPPING GUN (UNDER 30 LBS) $24.25 1M 5D CHUCK TENDER $24.25 1M 5D CLEAN-UP LABORER $24.25 1M 5D CONCRETE FORM STRIPPER $24.25 1M 5D CONCRETE SAW OPERATOR $24.73 1M 5D CRUSHER FEEDER $22 53 1M 5D CURING LABORER $24 25 1M 5D DEMOLITION, WRECKING & MOVING (INCLUDING $24 25 1M 5D CHARRED MATERIALS) DITCH DIGGER $24 25 1M 5D DIVER $25 09 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $24 73 1M 5D DRILL OPERATOR, AIRTRAC $25 09 1M 5D DUMPMAN $24.25 1M 5D FALLER/BUCKER, CHAIN SAW $24.73 1M 5D FINAL DETAIL CLEANUP (Le., dusting, vacuuming, $20.21 1M 5D window cleaning; NOT construction debris cleanup) 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 $24 73 1M 5D CUTTER WHEN USING 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 http.//www lni wa.gov/prevailingwage/jwages/20012/co39 htm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA County - Effective. 8/31/01 Page 5 of 11 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 1M 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 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 $15 45 1 TRUCK DRIVERS 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 http //www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 YAKIMA County - Effective 8/31/01 Page 6 of 11 1 PAINTER $12 00 1 WELDER $11 32 1 1 MODULAR BUILDINGS JOURNEY LEVEL $14 11 1 I PAINTERS JOURNEY LEVEL $16.75 1 PLASTERERS 1 JOURNEY LEVEL $35.63 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7 63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $40.40 10 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33 59 1T 5D 8L 1 BACKHOE, EXCAVATOR, SHOVEL (3 YD & $36 05 1T 5D 8L UNDER) BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & $36.49 1 T 5D 8L UNDER 6 YD) BACKHOE, EXCAVATOR, SHOVEL (6 YD AND $36 99 1T 5D 8L OVER WITH ATTACHMENTS) BACKHOES, (75 HP & UNDER) $35 69 1T 5D 8L BACKHOES, (OVER 75 HP) $36.05 1-1 5D 8L 1 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 8L1 BUMP CUTTER $36.05 13 5D 8L CABLEWAYS $36 49 1T 5D 8L j CHIPPER $36 05 1T 5D 8L COMPRESSORS $33 59 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $33 59 1T 5D 8L 1 CONCRETE PUMPS $35.69 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM $36.05 1T 5D 8L ATTACHMENT CONVEYORS $35.69 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35 69 1T 5D 8L 1 CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36 05 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF $36 49 1T 5D 8L I BOOM (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF $36 99 1T 5D 8L BOOM (INCLUDING JIB WITH ATTACHMENTS) 1 http //www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 111 YAKIMA County - Effective 8/31/01 Page 7 of 11 CRANES, 200 TONS TO 300 TONS, OR 250 FT OF $37.49 1T 5D 8L BOOM (INCLUDING 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 $37.99 1T 5D 8L INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 $36.05 1T 5D 8L TONS) CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 $36.49 1T 5D 8L TONS) CRANES, OVERHEAD, BRIDGE TYPE (100 TONS $36.99 1T 5D 8L & OVER) CRANES, TOWER CRANE UP TO 175' IN HEIGHT, $36.99 1T 5D 8L BASE TO BOOM CRANES, TOWER CRANE OVER 175' IN HEIGHT, $37.49 1T 5D 8L BASE TO BOOM CRUSHERS $36 05 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $36 05 1T 5D 8L DERRICK, BUILDING $36.49 1T 5D 8L DOZERS, D-9 & UNDER $35.69 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE $35.69 1T 5D 8L MOUNT DRILLING MACHINE $36.05 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND $33.59 1T 5D 8L SHAFT -TYPE EQUIPMENT SERVICE ENGINEER (OILER) $35.69 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND $36.05 1T 5D 8L SIMILAR EQUIP FORK LIFTS, (3000 LBS AND OVER) $35.69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 11- 5D 8L GRADE ENGINEER $35.69 1T 5D 8L GRADECHECKER AND STAKEMAN $33 59 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), $35.69 1T 5D 8L AIR TUGGERS HORIZONTAL/DIRECTIONAL DRILL LOCATOR $35.69 1T 5D 8L HORIZONTAL/DIRECTIONAL 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 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 $36 05 1T 5D 8L FEED LOCOMOTIVES, ALL $36.05 1T 5D 8L http.//www Ini wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 YAKIMA County - Effective 8/31/01 Page 8 of 11 1 MECHANICS, ALL $36.05 1T 5D 8L MIXERS, ASPHALT PLANT $36 05 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 1T 5D 8L MOTOR PATROL GRADER (NON -FINISHING) $35 69 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL $36.49 1T 5D 8L AND/OR SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION $33.59 1T 5D 8L AND MULCH SEEDING 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 1 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 $36.49 1T 5D 8L TIRED EARTH MOVING EQUIP 1 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 1 SAWS, CONCRETE $35.69 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END $36 05 1T 5D 8L DUMP, ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END $36 49 1T 5D 8L I' DUMP, ARTICULATING OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 1T 5D 8L 1 SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33.59 1T 5D 8L , SLIPFORM PAVERS $36 49 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $36.05 1T 5D 8L SUBGRADE TRIMMER $36 05 1T 5D 8L t TRACTORS, (75 HP & UNDER) $35 69 1T 5D 8L TRACTORS, (OVER 75 HP) $36 05 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36 05 1T 5D 8L 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 8L 1 http.//www ini wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 1 YAKIlVIA County - Effective. 8/31/01 Page 9 of 11 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 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 16 51 USING IRRITABLE BITUMINOUS MATERIALS $28 77 1B 51 SHEET METAL WORKERS http //www lni wa.gov/prevailingwage/jwages/20012/co39 htm 11/7/01 YAKIMA County - Effective 8/31/01 Page 10 of 11 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 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 26 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 http.//www lni wa.gov/prevailingwage/jwages/20012/co39 htm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11/7/01 1 YAKIMA County - Effective- 8/31/01 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $17.68 1 http://www lni wa.gov/prevailingwage/jwages/20012/co39 htm Page 11 of 11 11/7/01 BENEFIT CODE KEY Page 1 of 7 1 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 less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1 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 1 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 1 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 I 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 1 hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the 1 http://www.lni.wa.gov/prevailingwageBenCodes/20012BenefitCodes.htm 11/7/01 BENEFIT CODE KEY Page 2 of 7 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 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:OOAM 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:OOPM Saturday to 6:OOAM 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. http://www.lni.wa.gov/prevailingwageBenCodes/20012BenefitCodes.htm 11/7/01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BENEFIT CODE KEY Page 3 of 7 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. All hours worked on Saturdays or holidays (except Labor Day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays or on Labor Day shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. 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. O. 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, http://www.lni.wa.gov/prevailingwageBenCodes/20012BenefitCodes.htm 11/7/01 BENEFIT CODE KEY Page 4 of 7 1 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, 1 Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 1 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 t 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). O. Paid Holidays: New Year's Day, Washington's Birthday, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 1 Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 1 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 I 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. 1 U. Paid Holidays: New Year's Day, Washington's Birthday, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and a day of the employee's choice (7). 1 http://www.lni.wa.gov/prevailingwage/BenCodes/20012/BenefitCodes.htm 11/7/01 1 1 1 V. Paid Holidays: six (6) paid holidays. BENEFIT CODE KEY Page 5 of 7 W. Paid Holidays: nine (9) paid holidays. X. Holidays: After 520 hours - New Year's Day,Thanksgiving Day, and Christmas Day. After 2080 hours - New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and a floating holiday (8). 111 Y. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday following Thanksgiving Day, and Christmas Day (8) Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 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). D. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas Day (9). H. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence ' Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). ' I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (8). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day. Unpaid Holiday: 1 President's Day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 1 Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, and Christmas http://www.lni.wa.gov/prevailingwageBenCodes/20012BenefitCodes.htm 11/7/01 BENEFIT CODE KEY Page 6 of 7 Day (8). T. Paid Holidays: New Year's 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). W. Paid Holidays: New Year's Day, Day before New Year's 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 Tess 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 employer's 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. http://www.lni.wa.gov/prevailingwage/BenCodes/20012/BenefitCodes.htm 11/7/01 BENEFIT CODE KEY Page 7 of 7 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 1 Prevailing_ Wage Rates Prevailing_ Wage Home Last updated: Tuesday, July 31, 2001 Washington State Information & Services Comments about this page to: dow1235@tniwa.gov • http://www.lni.wa.gov/prevailingwageBenCodes/20012BenefitCodes.htm 11/7/01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENT SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.1 BUILDING CODE A. Conform to requirements of Uniform Building Code, Section 305. 1.2 SPECIAL INSPECTOR A. Owner will employ the services of a testing laboratory to perform technical testing of construction components described in Part 2 of this Section. Contractor shall cooperate, and furnish material for testing. 1.3 DUTIES OF SPECIAL INSPECTOR A. The testing lab will provide inspection of work listed in Part 2. Detailed requirements below. The Special Inspector will make tests and inspections as required by Building Code and these Specifications. Written reports of inspections and tests will be submitted to the Architect, Project Director, Contractor, and Building Department. 1.4 EXCEPTIONS A. Concrete mixing plants, and plants producing prefabricated wood, steel, or concrete products which have been certified are not subject to plant inspection. 1.5 NOTICES A. Contractor shall notify Special Inspector; Architect, and Owner at least 48 hours before work requiring special inspection is started. B. Contractor to coordinate, notify, and arrange for all Code -required inspections. 1.6 COSTS A. Fees for special inspection and tests will be paid by the Owner. Additional inspection and tests required because of defective work or ill-timed notices to be charged to the Contractor. 1.7 TESTING LABORATORY SERVICES PROVIDED BY THE CONTRACTOR A. The Contractor shall pay for the following testing laboratory services: B. Retesting any materials or work which failed to meet the specification requirements on the initial test. This shall include any additional testing made necessary by the Contractor's use of more than one source for any one material. The Contractor shall use and pay for services of the same testing lab being used by the Owner in all cases. C. Concrete compressive strength test reports for each of the concrete design mixes specified, pursuant to requirements of Section 03300. QUALITY CONTROL 01400 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS D. Testing or inspection ofpre-manufactured items (manufactured or fabricated off the site) to confirm compliance with the requirements of the Contract Documents. E. Sampling and Testing of all Water Lines: After disinfection and flushing of water lines, Contractor shall hire a Washington State D.S.H.S. certified water bacteriological testing lab to both obtain water samples from the site and perform total coliform test and standard plate test on each water sample taken. Samples shall be obtained as follows: 1. Interior building water Ines - from both the hot and cold water piping. 2. Testing lab shall determine that all chlorine (or other) disinfectant has been flushed from the entire system prior to obtaining water samples. Samples shall be taken uniformly throughout the building on as many separate water lines as possible. Perform chemical analysis on water for half of the required bacteriological tests. Test results shall be sent directly to the Architect. Include any test results which do not comply with the State of Washing drinking water regulations or other potentially harmful qualities. PART 2 - PRODUCTS 2.1 The following will be provided by the Owner's special inspection: A. EARTHWORK: Continuous inspection and testing of all compacted fill in building and surfaced areas. B. CONCRETE: Make complete form work inspection. Inspect reinforcing steel, location of inserts and embedded items placed before concrete is placed. Make and test not less than three cylinders for each strength of concrete placed in any one day. Should concrete test cylinders fail to meet specified requirements, Contractor shall make load tests as per Section 2604 of UBC at no additional cost to the Owner. C. STEEL ERECTION: Inspection and testing as required by Structural Notes and Uniform Building Code. 2.2 DEFECTIVE WORK A. If inspections or tests indicate that work fails to comply with contract requirements, Contractor will provide additional materials or remove and replace with new work as directed by Architect at no increase to the contract price. PART 3 - EXECUTION Not Used END OF SECTION QUALITY CONTROL 01400 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary buildings. 1.2 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final cleaning. 1.3 TEMPORARY ELECTRICITY A. Cost: By Contractor; provide and pay for power service required from utility source. Provide and pay for temporary service pole from local utility. B. Power Service Characteristics: 125 volt, maximum. C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required. D. Provide main service disconnect and overcurrent protection at convenient location. E. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting. 1.4 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Provide and maintain fighting for construction operations to achieve a minimum lighting level of 2 watt/sq ft. B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes. C. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. D. Maintain lighting and provide routine repairs. E. Permanent building lighting may not be utilized during construction. 1.5 TEMPORARY HEAT CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Provide and pay for heating devices and heat as needed to maintain specified conditions for construction operations. B. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, (structures only) unless indicated otherwise in specifications. 1.6 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. 1.7 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to field office at time of project mobilization. 1.8 FACSIMILE SERVICE A. Provide, maintain and pay for facsimile service and a dedicated telephone line to field office. 1.9 TEMPORARY WATER SERVICE A. Provide, maintain and pay for suitable quality water service required for construction operations. B. Extend branch piping with outlets located so water is available by hoses with threaded connections. 1.10 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. B. At end of construction, remove temporary facilities from site. 1.11 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide bamcades and covered walkways required by governing authorities for public nghts-of-way and for public access to existing building. C. Provide protection for plant life designated to remain. Replace damaged plant life. D. Protect non -owned vehicular traffic, stored materials, site, and structures from damage. 1.12 FENCING A. Construction: Commercial grade chain link fence. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Provide 6 foot high, minimum, fence around construction site; equip with vehicular and pedestrian gates with locks. 1.13 WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. - B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 1.14 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage. C Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. D. Prohibit traffic from landscaped areas. 1.15 SECURITY A. Provide security and facilities to protect Work from unauthorized entry, vandalism, or theft. B. All project visitors shall check-in at the General Contractor's on-site office and sign a log of Visitors before entering the construction zone. 1.16 ACCESS ROADS A. Construct and maintain temporary roads accessing public thoroughfares to serve construction area. B. Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. E. Designated existing on-site roads may be used for construction traffic. 1.17 PARKING A. Provide temporary surface parking areas to accommodate construction personnel. 1.18 PROGRESS CLEANING AND WASTE REMOVAL CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Maintain areas free of waste materials, debns, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and rubbish from site weekly and dispose off-site. E. Open free -fall chutes not permitted. Terminate closed chutes into appropnate containers with lids. 1.19 PROJECT IDENTIFICATION A. Provide project sign according to drawing at the end of this section. The portion of the sign shown in Elevation 1 will be provided by the KDF Architecture. The Contractor will make arrangements to pick up and deliver to the site this portion of sign from KDF's office or other designated storage location. Return sign to KDF on-site personnel at completion of the project or at point the sign needs to be removed to accommodate construction. B. On the portion of the sign shown in Elevation 2, list title of Project, names of Owner, Owner's Lender (if applicable), Architect, Architect's engineering sub -consultants, Contractor, and major Subcontractors. C. Erect on site at location established by Architect. D. No other signs are allowed without Owner permission except those required by law. 1.20 FIELD OFFICES AND SHEDS A. Office: Weather tight, with lighting, electrical outlets, heating, and ventilating equipment, and equipped with sturdy furniture drawing rack, and drawing display table. B. Provide space for Project meetings, with table and chairs to accommodate 8 persons. 1.21 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 - PRODUCTS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 4 Not Used PART 3 - EXECUTION Not Used CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS END OF SECTION CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 4-0" 4'_0" 3'— 5' Architecture 1310 N. 16th Avenue < Yakima, WA. 98902 (509) 575-5408 BLUE = PANTONE #289 RED = PANTONE #193 BLUE LETTERS & LOGO WITH W'HITr OUTLINE AND DARK RED BACKGROUND 3" WHITE LETTERS 2' WHITE LETTERS ON NAVY BLUE BACKGROUND 1 1 1 I 1 1 1 1 I I 1 I 5" WHTE LETTERS UPPERCASE 2" WHITE LETTERS ON NAVY BLUE BACKGROUND JOB SIGN TO BE CONSTRUCTED OF 3/4" PLYWOOD ALL LETTERS TO BE UPPER /LOVER CASE UNLESS NOTED OTHERWISE. FINAL LAYOUT & COLOR SUBJECT 'G ARCHITECT'S APROVAL. PROJECT %C vner (name) Architect (name) General Contractor )name) (address) Mechanical Contractor (name) Electrical Contractor (name) ELEVATION 1/2' = 1'— 0 PLAN ELEVATION 2 1/2` = 1'— 0. 1/2" = 1' MI MI CITTRITON MLITTIPIANPI&PANZY AillfROM - ( - 6 111111 11111 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. Instructions to Bidders: Product options and substitution procedures. B. Section 01400 - Quality Control: Product quality monitoring. 1.3 PRODUCTS A. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. B. Provide interchangeable components of the same manufacture, for components being replaced. 1.4 TRANSPORTATION AND HANDLING A. Transport and handle Products in accordance with manufacturer's instructions. B. Promptly inspect shipments to ensure that Products comply with requirements, quantities are correct, and Products are undamaged. C. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage. 1.5 STORAGE AND PROTECTION A. Store and protect Products in accordance with manufacturers' instructions, with seals and labels intact and legible. B. Store sensitive Products in weather tight, climate controlled enclosures. C. For exterior storage of fabricated Products, place on sloped supports, above ground. MATERIAL AND EQUIPMENT 01600 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMNTS D. Provide bonded off-site storage and protection when site does not permit on-site storage or protection. E. Cover Products subject to deterioration with impervious sheet covenng. Provide ventilation to avoid condensation or potential degradation of Product. F. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. G. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. H. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition. 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Descnption Only: Any Product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article. 1.7 SUBSTITUTIONS A. This article specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. Substitutions requested by Bidders during the bidding period and accepted pnor to the award of Contract, are considered as included in the Contract Documents and are not subject to the requirements of this article. For requests prior to bidding, submit three (3) copies of the Construction Specification Institutes' Substitution Request Form along with product data to Architect no later than 10 days pnor to the bid opening date. Request received later than 10 days prior to the bid opening date will not be considered. B. Architect will consider requests for Substitutions if submitted within 60 days after date of Notice to Proceed. Requests received more than 60 days after Notice to Proceed may be considered or rejected at the discretion of the Architect. C. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor. D. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. E. A request constitutes a representation that the Contractor: 1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. 2. Will provide the same warranty for the Substitution as for the specified Product. MATERIAL AND EQUIPMENT 01600 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMNTS 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner and Architect for review or redesign services associated with re -approval by authorities. F. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. G. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed Product equivalence. Burden of proof is on proposer. H. Architect Action: Within one week of receipt of the request for substitution, the Architect will request additional information or documentation necessary for evaluation of the request. Within two weeks of receipt of the request or one week of receipt of the additional information or documentation, which ever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name. Acceptance will be made in the form of a Change Order. At the discretion of the Architect, cost of time for such reviews shall be charged to the Contractor via the aforementioned Change Order. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION MATERIAL AND EQUIPMENT 01600 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01700 CONTRACT CLOSE-OUT PART 1 - GENERAL 1.1 PROJECT COMPLETION A. Procedures described in completion Sections of General Conditions will be followed on this project by General Contractor. 1.2 CLEANING A. Appropriate sections of General Conditions are amplified as follows. After all trades have completed their work in each area and just before occupancy, the General Contractor shall: 1. Vacuum clean interior of buildings. 2. Hand dust and clean shelving and cabinets, including inside of drawers. 3. Mop and buff all hard surfaced floors. 4. Clean glass on both sides. Do not use acid solutions or water containing caustic soaps. Do not scratch glass or disturb edges of putty with scrapers. Perform after painting contractor is completed. 5. Wipe clean all wall surfaces to remove construction dust, etc. Leave walls perfectly clean. 6. Leave entire project perfectly clean and ready for occupancy. 7. Sweep and wash all concrete or paved walking surfaces and top of all barrier curbs. 1.3 RECORD DRAWINGS AND SPECIFICATIONS A. In accordance with the requirements of the General Conditions, the Contractor shall maintain "record drawings and specifications" during the course of the work. The Contractor shall reserve one (1) set of blueline prints and two (2) sets of specifications for the purpose of recording as follows: 1. If the Contractor elects to vary from the Contract Documents and secures prior approval of the Architect, for any phase of the Work other than those listed below, he shall record in a neat readable manner all such variances on the drawings and specifications. 2. For plumbing and electrical work, Record Drawings, and specifications shall be maintained by the Contractor as the Work progresses as follows: a) All deviations from sizes, locations and from all other features of all installations shown in the Contract Documents shall be recorded. b) In addition it shall be possible, using these drawings and specifications, to correctly and easily locate, identify and establish sizes of all piping, directions and the like, as well as all other features of Work which shall be concealed underground and/or in the finished buildings. Locations of underground Work shall be established by dimensions to column lines or walls, locating all turns, etc., and by properly referenced centerline and/or invert elevations and rates of fall. 3. The following requirements apply to all Record Drawings and specifications: a) They shall be maintained at the Contractor's expense. b) All such drawings and specifications shall be done carefully and neatly and in form described above. c) Reproducible supplemental drawings and/or specifications shall be provided as necessary for clarification. CONTRACT CLOSE-OUT 01700 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS d) Record drawings and specifications shall be kept up-to-date during the entire course of the Work and shall be available on request for examination by the Architect and, when necessary, to establish clearances for other parts of the Work. e) One Record set of drawings and specifications shall be returned to the Architect for review upon substantial completion of the Work. After review by Architect, correct and provide final set of pnnts upon final completion. Each set is subject to the review of the Architect. 1.4 MAINTENANCE AND OPERATING MANUALS A. Submittal - Three (3) copies of operation and maintenance manuals are required to be submitted covering items included in this Work. Prepare all such manuals in durable plastic binders approximately 8-1/2 by 11 inches in size and with at least the following: 1. Identification on, or readable through, the front cover and spine stating the general nature of the manual; 2. Neatly typewritten index near the front of the manual, furnishing immediate information as to location in the manual of all data. 3. Index tabs at all sections to identify Specifications Sections. 4. Copy of all guarantees and warranties issued. B. Maintenance and operation instructions 1. Procure or prepare and include in manuals, operating and/or maintenance instructions for all equipment and/or materials that will require any adjustments, servicing, and attention for its proper operational use. 2. These instructions shall set forth all of the information necessary for the Owner to operate and make full and efficient use, and perform such maintenance and servicing as would ordinarily be done by the Owner or his personnel. 3. Write instructions in simple, non-technical language when possible, with sufficient diagrams and explanation where necessary to be readily understandable by average laymen. Possible hazards shall be particularly pointed out with instructions cautioning against mistakes that might result in damage or danger to equipment, building, or personnel. C. Extraneous data - Where contents ofmanuals include Manufacturer's catalog pages, clearly indicate the precise items included in this installation and delete or otherwise clearly indicate all Manufacturer's data with which this installation is not concerned. D. Manual content, general: 1. Neatly typewritten table of contents of each volume, arranged in systematic order. 2. List: a) Contractor, name of responsible pnncipal, address, and telephone number. b) Each product including name, address, and telephone number of: 1. Subcontractor or installer 2. Recommended maintenance contractor 3. Local source of replacement parts c) Product name and other identifying symbols as set forth in Contract Documents. d) Product data: 1. Include only those sheets which are pertinent to specific product. 2. Annotate each sheet to: 1 Clearly identify specific product or part installed. 2 Clearly identify data applicable to installation. 3 Delete references to inapplicable data. E. Drawings CONTRACT CLOSE-OUT 01700 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1. Supplement product data with drawings where necessary to clearly illustrate: a) Relations of component parts b) Control and flow diagrams 2. Do not use "Project Record Documents" as maintenance drawings. 3. Written text: a) Provide where necessary to supplement product data and drawings. b) Organize in consistent format under separate headings for different procedures. c) Provide logical sequence of instructions for each procedure. 4. Warranties, bonds, and maintenance contracts: a) Provide copy of each. b) Include the following: 1. Proper procedures in event of failure. c) Instances which might affect validity of warranties, bonds, or contracts. F. Manual for architectural materials and finishes: 1. Include the following Manufacturer's Data: a) Catalog number, size, composition b) Color and texture designations c) Required reordering information d) Recommended cleaning materials and methods e) Cautions against detrimental cleaning materials and methods fl Recommended cleaning and maintenance schedule G. Manual for electrical equipment and systems: 1. Include the following Manufacturer's Data: a) Description of unit and component parts including: 1. Function, normal operating characteristics and limiting conditions 2. Performance curve, engineering data and tests 3. Complete nomenclature and commercial number of replaceable parts b) Panel board circuit directories indicating: 1. Electrical service 2. Controls 3. Communications, if any c) As -installed wiring color -code legend, if any d) Operating procedures, including: 1. Routine and normal operating instructions 2. Sequences required 3. Special operating instructions e) Maintenance procedures, including: 1. Routine operations 2. Trouble -shooting guide 3. Disassemble, repair, and reassemble 4. Adjustment and checking f) Manufacturer's printed operating and maintenance instructions g) Parts lists, including current prices, and recommended spare parts to be maintained in storage. 2. Submit specified information for the following: Electrical equipment specified in Divisions 15 and 16 H. Additional data: Prepare and include the following: 1. Additional data when need becomes apparent during instruction of Owner's personnel. a) Additional data specified in other Sections of Specifications to be included. CONTRACT CLOSE-OUT 01700 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS I. Submittal schedule: 1. Preliminary draft: a) Submit two copies of proposed format, approximately thirty (30) days before Substantial Completion. b) Architect will review, and return one copy with documents 2. Final Submittal a) Submit in final form one copy of complete data fifteen (15) days prior to substantial completion inspection. Copy will be returned with comments. b) Submit six (6) copies in approval final form at substantial completion inspection. J. Instruction of Owner's personnel: 1. Prior to Substantial Completion final acceptance and payment, instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 2. Operating and maintenance manuals shall constitute basis of instruction. 3. Review manual contents with Owner's personnel in detail for a minimum of four hours each of architectural, electrical, and mechanical instruction to explain all aspects of operations and maintenance. 4. A listing of all personnel receiving instructions, complete with signatures verifying same, dates of instructions, and other pertinent data shall be delivered to the Project Manager upon completion of instruction session(s). 1.5 MISCELLANEOUS WARRANTIES Refer to various technical sections for required certificates, guarantees, warranties, etc. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION CONTRACT CLOSE-OUT 01700 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Preparation and submittal. B. Time and schedule of submittals. 1.2 RELATED SECTIONS A. General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work. B. Section 01700 - Contract Closeout: Contract closeout procedures. C. Individual Specifications Sections: Warranties required for specific Products or Work. 1.3 FORM OF SUBMITTALS A. Bind in commercial quality 8-1/2 x 11 inch three D side ring binders with durable plastic covers. B. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. C. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of Product or work item. D. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. 1.4 PREPARATION OF SUBMITTALS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co -execute submittals when required. D. Retain warranties and bonds until time specified for submittal. WARRANTIES AND BONDS 01740 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.5 TIME OF SUBMITTALS A. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance. B. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment. C. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, fisting the date of acceptance as the beginning of the warranty period. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION WARRANTIES AND BONDS 01740 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02000 WEST MEAD AVENUE ROADWAY PROJECT PART 1 - GENERAL 1.1 GENERAL REQUIREMENTS A. The Work under this Contract includes improvements to Mead Avenue in the public right-of-way. This work shall be constructed according to specifications, standard details and construction drawings prepared by the City of Yakima Engineering Division, attached herein and identified as City Project Number 1800. B. Although not labeled as such, the Work described above and the documents attached herein shall be considered as Section 02000 of the Project Manual. All requirements of these documents are supplementary to those published in other sections of this Project Manual and apply to work of this Section only. Specifically the documents attached herein are as follows: 1. Technical Specifications - 7 pages 2. City of Yakima Standard Details P1, R1, R4, R11, R12, R13, R14, R24 3. West Mead Avenue - Kissel Park Roadway Project drawings 1 of 3, 2 of 3, and 3 of 3 C. The Work of this Section will be inspected during construction by the City of Yakima. The Construction Supervisor for the City of Yakima is Jim Maine, (509) 575-6138. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION WEST MEAD AVENUE ROADWAY PROJECT 02000 - 1 KISSEL PARK SITE IMPROVEMENTS WEST MEAD AVENUE CONTROL OF WORK SCOPE OF WORK The Contractor shall refer to The Standard Specifications for Road, Bridge and Municipal Construction, 2000 Edition (English) and the related Amendments, published by the Washington State Department of Transportation for requirements specific to the roadway construction of West Mead Avenue. The Standard Specifications shall supplement the AIA Documents herein established where specific roadway construction requirements are not covered in the AIA Documents. Roadway construction on this project shall be paid by Lump Sum. The Lump Sum payment shall be complete compensation for providing all labor, equipment forming and materials for, and the installation of Concrete Curb and Gutter, Sidewalk, Crushed Surfacing Base Course, Asphalt Concrete Pavement - Class "A" with PG 64-28, Commercial Driveway Approaches, A.D.A. Ramps, compaction and compaction testing, materials testing, Temporary Traffic Control, additional survey work required, and any other related work required for the complete construction of the roadway widening as shown on the Plans and Details provided in the documents. The Contractor shall be responsible for providing all signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved Traffic Control Plans(s) as well as any other appropriate signs prescribed by the Engineer. The Contractor shall provide the Traffic Control Plan(s) to the City of Yakima Engineering Construction Supervisor at the Pre -construction Conference. Payment sections and references made to item payments within the Standard Specifications as referenced above shall not apply to this project. The Engineer will establish one time only, Vertical and Horizontal construction control and base lines. The Contractor shall be responsible for all construction staking including offset points and grade that the Engineer deems necessary for completion of the work. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC FISH AND WILDLIFE AND ECOLOGY REGULATIONS The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the Federal, State, and Local pollution control regulations. AIR QUALITY The local air pollution authority is the Yakima Regional Clean Air Authority, (509)574-1410. PERMITS AND LICENSES The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 1 PERFORMANCE BOND (CONTRACT BOND) The surety bond (Performance Bond) shall be in substantially the form of the Performance Bond form included within this document and shall contain the following: 1. Signature of an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 2. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; and 3. Guarantee that the surety shall indemnify, defend, and protect the City of Yakima and its agents, employees, and elected or appointed officials against any claim of direct or indirect Toss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, or any other person who provides supplies or provisions for carrying out the work. 4. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond. 5. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). The City of Yakima reserves the right to require the surety company on the Performance Bond to provide information on their qualifications. If the City deems the surety company to be inadequate, it may, upon written demand, require the Contractor to furnish additional surety to cover any remaining work. Until the added surety is furnished, payments on the contract will stop. PUBLIC LIABLILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall obtain and keep in force during term of the contract and until 30 days after the Physical Completion date, the following insurance with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48, RCW. The insurance provided must be with an insurance company with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the State of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. If any policy is written on a claims made form, the retroactive date shall be prior to or coincident with the effective date of this contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims made form coverage shall be maintained by the Contractor for a minimum of three years following the expiration or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor 2 shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. The policies of insurance shall contain a "cross liability" endorsement substantially as follows: The inclusion of more than one insured under this policy shall not affect the rights of any insured as respects any claim, suit, or judgment made or brought by or for any other insured or by or for any employee of any other insured. This policy shall protect each insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). In addition, Contractor's insurance shall be primary as respects the Contracting Agency, and any other insurance maintained by the Contracting Agency shall be excess and not contributing insurance with the Contractor's insurance. The Contracting Agency shall be given at least 20 days prior written notice of any cancellation, reduction in coverage, or other material change in any insurance policy. Insurance shall provide coverage to the Contractor, all subcontractors, and the City of Yakima and its employees, agents, and elected or appointed officials. The coverage shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, contractors, or invitees, in or about the Property from any cause, and hereby waives all claims against the Contracting Agency. The Contractor further waives, with respect to the Contracting Agency only, its immunity under RCW Title 51, Industrial Insurance. Upon request, the Contractor shall forward to the Contracting Agency the original policy, or endorsement obtained, to a Contractor's policy currently in force. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency may, after giving five working days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance shall be incidental to and included in the unit contract prices of the contract and no additional payment will be made. 3 Coverages and Limits All coverages combined single limit shall be $1,000,000 per occurrence. The commercial general liability policy will contain a "per Job Aggregate" Endorsement. If this endorsement is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying A commercial general liability deductible of $5,000 or less is acceptable. The contractor will be responsible for the payment of that deductible for any losses which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. Evidence of Insurance The Contractor shall provide evidence of insurance by the following method: A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements: 1. The ACORD form shall be accompanied by a completed Endorsement naming the City of Yakima and its respective agents, employees, and elected or appointed officials as an additional insured and containing the insured's name and policy number, and shall be signed by a duly authorized agent. 2. The wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 20 days, to the City of Yakima. 3. Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS. The City of Yakima and each of its employees, agents, and elected or appointed officials are additional insures for the Kissel Park Site Improvement Project, City of Yakima Project No. 1800. 4. Contain the appropriate amount and types of coverage's that are specified by the Contract. NOTE: The Contractor shall forward to the City of Yakima the Additional Insured Endorsement with the Insurance Certificate. PROSECUTION AND PROGRESS The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The 4 Schedule shall be drawn to a time scale shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. The Contractor shall submit a weekly activity schedule to the Construction Supervisor before 9:00 a.m. on the Friday prior to the week indicated on the Schedule. If the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence differing from that which he has shown on his schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. TECHNICAL SPECIFICATIONS REMOVAL OF STRUCTURES AND OBSTRUCTIONS Prior to removal of any existing asphalt pavement, the Contractor shall use a vertical saw -cut to delineate the areas of pavement removal from those areas that pavement is to remain. Concrete curb and gutter and sidewalks shall be removed to the nearest convenient joint if practical. If not practical to remove to the nearest joint, the Contractor shall saw -cut these structures in a neat vertical and straight transverse horizontal line to provide a matching joint for the new construction. The materials to be removed under this section shall become the property of the Contractor. The Contractor shall haul the removed materials from the project. Damage caused to that portion of the pavement, curb and gutter or sidewalk that is to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. WATERING The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. 5 Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. ASPHALT CONCRETE PAVEMENT Asphalt concrete pavement used on this project shall be Class A. Asphalt Cement shall be PG 64-28 meeting the requirements of AASHTO MP1. The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design) to the Engineer for approval at least 5 working days prior to any paving operation. The use of more than 30 percent of recycled material in the asphalt concrete pavement on this project shall not be permitted. For asphalt concrete Classes A, B, E, F, and G, where paving is in traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization and the specified compacted course thickness is grater than 0.10 foot, the acceptable level of compaction shall be a minimum of 91 percent of the maximum density as determined by WSDOT Test Method 705/AASHTO T209. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control Tots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non -complying material may be accepted at a reduced price. Cores may be used as an alternative to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of $75 per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (91 percent of the maximum density determined by WSDOT Test Method 705/AASHTO T209). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compatible. 6 Asphalt Concrete Classes A, B, E, F and G constructed under conditions other than listed above shall be compacted on the bases of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. The Contractor shall provide adequate platforms to enable samples to be obtained without the Engineer entering the hauling vehicle. Acceptance testing for compliance of asphalt content will use the Nuclear Asphalt Gauge Procedure: WSDOT Test Method 722-T. Acceptance testing for compliance of gradation will use the Quick Determination of Aggregate Gradation Using Alternate Solvent Procedure: WSDOT Test Method 723-T. Asphalt concrete Class D and pre -leveling mix shall be compacted to the satisfaction of the Engineer. In addition to randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. CURBS, GUTTERS, AND SPILLWAYS Curb and Gutter and Commercial Driveway Approaches shall be constructed in accordance with the City of Yakima Standard Details for each item and at the locations and elevations shown on the Plans. CEMENT CONCRETE SIDEWALKS All sidewalks not located in driveway approach areas shall be four (4) inches in thickness. All sidewalks located in a driveway approach area shall be six (6) inches in thickness within the driveway throat. Existing sidewalks at match lines shall be removed to the nearest convenient existing joint or saw - cut in a neat vertical, straight transverse line at locations approved by the Engineer. Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. At all driveway and handicap ramp depressions, the back of the sidewalk grade shall be depressed to maintain a 2 percent transverse grade from back of curb to back of sidewalk, unless otherwise noted on the plans. 7 BASELINE SAW CUT TO NEAT LINE 6" (MIN) COMPACTED SUB GRADE 2" CLASS "A" ACP (COMPACTED DEPTH) 6" CSBC (COMPACTED DEPTH) MEAD AVENUE - ROADWAY SECTION City of Yakima — Engineering Division APPROVED: 10.2.01 CITY OF YAKIMA - PROJECT DETAIL ROADWAY SECTION P1 EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB & GUTTER. CEMENT CONCRETE BARRIER CURB SECTION r. CD CURB SECTION CSD DRIVEWAYS AND RAMPS NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. CEMENT CONCRETE BARRIER CURB City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL CEMENT CONC. BARRIER CURB R1 6' 6' S = 0.02 FT/FT \•,./ �, \' \�/ /\/\, \/\. COMPACTED SUB GRADE GEOTEXTILE FABRIC MEMBRANE 3" CLASS "G" ACP (COMPACTED DEPTH) 4" CSTC (COMPACTED DEPTH) R4 PEDESTRIAN/BICYCLE PATHWAY City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL PEDESTRIAN/BICYCLE PATHWAY R4 CONCRETE APRON 7' MIN. OR TO R/W LINE (WHICHEVER IS GREATER) RP PREFERRED RAMP CONFIGURATION 15' (MIN) WIDTH PER YMC 8.64.070 15' (MIN) RP • ALTERNATE RAMP CONFIGURATION CONCRETE VALLEY GUTTER SURFACING A -J RAISED CURBING MAY CONTINUE INTO SITE. VALLEY GUTTER 1- ----------- /// TO FLOW LINE —6,- 1' 3' VALLEY GUTTER SECTION A /////////// MIN. 4" COMPACTED DEPTH CRUSHED SURFACING, TOP COURSE NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R>> COMMERCIAL APPROACH City of Yakima — Engineering Division APPROVED: 10.5 99 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA - STANDARD DETAIL COMMERCIAL APPROACH R11 1 FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. R12 SIDEWALK JOINTING DETAIL City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL SIDEWALK JOINTING R12 3/8" EXPANSION JOINT RAMP TEXTURE RAMP TEXTURE CURB & GUTTER IN/ RAMP NOTES 1. THIS DETAIL INDICATES MINIMUM SIZE, SIDE SLOPE, AND PATTERN REQUIREMENTS FOR ACCEPTABLE HANDICAP ACCESS RAMPS. STYLE, NUMBER, AND LOCATION OF RAMPS WILL DEPEND ON SITE CONDITIONS. (CROSSWALK SEPARATION, CURB RADIUS, ETC.) AND SHALL BE INSTALLED ACCORDING TO THE PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 4" BANDS 3/8" EXPANSION JOINT ALTERNATE RAMP 1 1 /2" j --\Y oci,\ 00 0,-- 0 ALL DIMENSIONS ARE NOMINAL RAMP TEXTURE 2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM THE WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1 /8" DEEP & 1/4" WIDE. 3. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH THE SIDEWALK OR CURB & GUTTER, AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES BUT NOT AT THE END OF THE RAMP ADJACENT TO THE CURB. IF LESS THAN 4' USE ALTERNATE m 1 RADIUS AS SHOWN ON PLANS c_ OF SIDEWALK RAMP ALTERNATE RAMP 2 HANDICAP RAMP DETAIL City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL HANDICAP RAMP DETAIL R13 SEE PLANS S = —0.02 COMPACTED EARTH 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION SEE PLANS It • S = 0.02 FT/FT 4•. 4 q yl� s›,'COMPACTED EARTH 6" 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE THICKENED SIDEWALK SECTION NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. TYPICAL SIDEWALK SECTIONS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL SIDEWALK SECTIONS R14 EXISTING PAVEMENT — DEPTH VARIES ASPHALT CONCRETE PATCH 1.-0" UMITS EXCAVATION UNE 1.-0" Q 1.-0" (MIN) <c Vra ALTERNATE BACK SLOPE AT CONTRACTORS '+—OPTION AND AT NO ADDITIONAL COST TO THE / CITY OF YAKIMA ACP CLASS "A" co 1.5 TIMES DEPTH OF EXISTING ASPHALT. 3" MINIMUM COMPACTED DEPTH. 2 EQUAL UFTS 6" CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACED EXISTING SURFACE — DEPTH VARIES GRAVEL SURFACE PATCH 1'—O" UMITS EXCAVATION UNE q l'—O" 1.-0" 2" CSTC (COMPACTED DEPTH) GRAVEL SURFACED UNSURFACED AREAS PATCH 1.-0" OMITS EXCAVATION LINE 1.-0" Q swo ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA EXISTING GROUND 1.—D" (MIN) + + + + + + + + + + + + + + / / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 12" MINIMUM (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING HIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. R24 SURFACE REPAIR DETAIL City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL SURFACE REPAIR DETAIL R24 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITION MEAD AVEC PROJECT I � i ELEM SCHOOL )ISCLAIMER MOUND FEATURES SHOWN HEREON REPRESENT ILABLE INFORMATION AS OBTAINED FROM LOCAL AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR NED TO VERIFY THE LOCATION AND DEPTH OF ALL ,OUND FACILITIES. STATE LAW REQUIRES THAT ALL ON WORK MUST BE PROCEEDED BY NOTIFICATION TO (--- RS OF UNDERGROUND FACILITIES THROUGH A ONE OCATOR SERVICE: 1-800-553-4344 City oYakima EXPIRES 11/17/2001 10.2.01 ! 1 2" BRASS CAP IN CASED MON. STA 10+00.00 N. 453,957.086 E: 1,627,458.718 EL: 1115.925 w D Z _'MEAD/ AWir AI 1 AP Ar Adtv frile4frr ArAWAter 147W 1117.40 .Ar uJ Yci AVENU AMW TAvkiwpre 40-7-443evift, x co 1 1106 1104 MATCH TO EXISTING CURB &iGUTTER; CONSTRUCTION NOTES 1 CONSTRUCT NEW CURB & GUTTER PER CITY OF YAKIMA STANDARD DETAIL. CONSTRUCT NEW HANDICAP RAMP PER CITY OF YAKIMA STANDARD DETAIL (ALTERNATE 1) WITH 4' APRON ON ALL SIDES. NEWTOPOFCURBGRADE -0.008 MATCH TO SHEET 3 REMOVE EXISTING CONCRETE SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW HANDICAP RAMP PER CITY OF YAKIMA STD. DETAIL. (71") SAW CUT EXISTING ASPHALT ROADWAY TO DIMENSION SHOWN ON PLAN. Si:: -0.011 -t- 1118 ......... 1116 1114 1112 1110 10+00 11+00 12+00 13+00 14+00 15+00 1108 1106 1104 City of Yakima Project No. 1800 Project Eng. RJD (1) a> ,— Ws 0 (/) -,.= -a 0 03 00) 0 2 > II Plan &Profile BEGINNING OF PROJECT 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1114 1112 1110 1108 1106 1104 1102 1— w w (/) 0 1- 01- 2 w D ; 0! FP , 41` ' ■Y' • { \ ,- FP,„ ..7) N...,,,... . -.: #11L- '.'' ''''' f? ' / tr -44:11/ Arr , Allr Ir .41/%P -IP Ar ADZ" frArr /*lir ,ir Aaier ArArA742,74/ ArArAfrAW_AfverAteri .A1117 rarr 47), 44 , ,,_ 0,..e. 4-4?„:-,.. :az, .4.1N•Fic4- „ 70' x--. _,.-• 7..r4' -," ALALV"/.15 AV y x x x Bk TO BK • N co 0 0 w 01- STA ? 4sAro NEW TOP OF CURB GRADE 1— cc CONSTRUCTION NOTES a In 0 CONSTRUCT NEW CURB & GUTTER PER CITY OF YAKIMA STANDARD DETAIL. 0 CONSTRUCT NEW HANDICAP RAMP PER CITY OF YAKIMA STANDARD DETAIL (ALTERNATE 1) WITH 4' APRON ON ALL SIDES <o NEW TOP OF CURB GRADE .i. .i. •i .-. .. .,.. .-i- .i. .... ------- AVJCH TO EXISTING CURB & GUTTER SAW CUT EXISTING ASPHALT ROADWAY TO DIMENSION SHOWN ON PLAN. 2" BRASS CAP IN CASED MON. STA 27+88.30 N: 453,938.750 E: 1,629,246.922 EL: 1101.873 CONSTRUCT NEW COMMERCIAL DRIVEWAY APPROACH PER CITY OF YAKIMA STANDARD DETAIL. CONSTRUCT NEW 5' WIPE CONCRETE SIDEWALK PER CITY OF YAKIMA STANPARD DETAIL. = -0.005 15+00 16+00 Q. —J w. 17+00 - - - 18+00 19+00 1116 1108 1106 1104 20+00 1102 City of Yakima Project No. 1800 Project Eng. RJD Plan & Profile 1— END OF PROJECT CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02060 DEMOLITION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Demolition of designated existing irrigation equipment including concrete weir box and electrical meter bases, sprinkler line and risers as indicated on Drawing C2.1. B. Removal and disposal off-site of existing concrete asbestos irrigation pipe. See Section 02400 for asbestos abatement requirements. 1.2 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Barriers, fences and landscape protection. Dust control. B. Section 01600 - Material and Equipment. C. Section 01700 - Contract Closeout: Project record documents. D. Section 02110 - Site Clearing: Clearing outside periphery of structures. E. Section 02207 - Aggregate Materials: Backfill materials. F. Section 02400 - Asbestos Abatement: Removal and disposal of concrete asbestos pipe. 1.3 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of capped utilities, subsurface obstructions, and any other improvement. 1.4 REGULATORY REQUIREMENTS A. Conform to applicable City of Yakima regulations code for demolition of structures, safety of adjacent structures, dust control, runoff control, and disposal. B. Obtain required permits from authonties. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct roadways, sidewalks or hydrants without permits. E. Conform to applicable regulatory procedures when discovering hazardous or contaminated matenals. 1.5 SEQUENCING A. Sequence work under the provisions of Section 01010. 1.6 SCHEDULING A. Schedule work under the provisions of Section 01300. B. Describe demolition removal procedures and schedule. C. Perform work between the hours of 7:00 A.M. and 6:00 P.M.. BUILDING DEMOLITION 02060 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2 - PRODUCTS 2.1 FILL MATERIALS A. Fill Material: Backfill for foundations, specified in Section 02207. PART 3 - EXECUTION 3.1 PREPARATION A. Provide, erect, and maintain temporary barriers and security devices at perimeter of demolition site. B. Protect existing landscaping matenals, appurtenances, structures and pavements which are not to be demolished. C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. D. Mark location of utilities. 3.2 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent structures. B. Cease operations immediately if adjacent structures appear to be in danger. Notify Architect/Engineer. Do not resume operations until directed. C. Conduct operations with minimum interference to public or pnvate accesses. Maintain protected egress and access at all times. D. Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon or limit access to their property. E. Sprinkle Work with water to minimize dust. Provide hoses and water connections for this purpose. 3.3 DEMOLITION A. Disconnect remove and cap utilities within demolition areas. B. Remove materials to be re -installed or retained in manner to prevent damage. Store and protect in accordance with requirements of Section 01600. C. Backfill open pits and holes caused as a result of demolition, in accordance with Section 02223. D. Rough grade and compact areas affected by demolition to maintain site grades and contours. E. Remove demolished matenals from site. F. Do not burn or bury materials on site. Leave site in clean condition. G. Remove temporary work. END OF SECTION BUILDING DEMOLITION 02060 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02110 SOIL TREATMENT PART 1 - GENERAL 1.1 SECTION INCLUDES 1. Deep tilling. 2. Sterilization. 3. Rototilling. 4. Marking contaminated soil. 1.2 RELATED SECTIONS A. Section 02211 - Rough Grading. 1.3 DESCRIPTION OF WORK A. The Work of this Section includes the purchase and transportation to site of 7,400 cubic yards of composted and screened steer manure. B. The Work of this Section also includes the transportation of 2,500 tons of chipped yard waste from the Yakima County Landfill located in Terrace Heights to site. Pick up 1 week in advance of solid waste. 1.4 SUBMITTALS A. Provide chemical analysis, source and weight of 1 yard of composted steer manure. 1.3 REGULATORY REQUIREMENTS A. Conform to applicable Local, State, and Federal code for environmental requirements, disposal of debris, burning debris on site, use of herbicides. PART 2- PRODUCTS 2.1 MATERIALS A. Organic Soil Amendments: 8 inches of composted steer manure and 6 inches of Yakima County chipped yard waste material. B. Soil Nutrients: Provide the following nutrients in the proportions listed: 1. Nitrogen - 60 lbs./acre 2. Phosphorus - 95 lbs./acre 3. Potassium - 95 lbs./acre 4. Sulfur - 50 lbs./acre 5. Boran - 3 lbs./acre SOIL TREATMENT 02110 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 6. Zinc - 5 lbs./acre 7. Magnesium - 2 lbs./acre 8. Iron - 3 lbs./acre C. Herbicide for Sterilization: Casaron by Lilly Miller D. Marker Fabric: TNS Advanced Technologies R031; nonwoven, polypropylene geotextile fabric, white. 2.2 EQUIPMENT A. Deep Tiller: "Road Reclaimer, Model RS -650". Contact M&M Road Recycling, 10306 192' Ave. NE, Redmond, WA 98953-2920. Contact Scott Stulz at (425) 858-8791 (office) or (253) 606-1789 (cellular). B. Rototiller: Conventional rotary tiller for shallow cultivation up to 8 inches deep. PART 3 - EXECUTION 3.1 SOIL AMENDMENT APPLICATION A. Apply organic amendments in quantities listed above after topsoil stripping and before rototilling. B. After organic amendment has been applied and before rototilling, apply chemical nutrients as described above. C. Rototill the organic and chemical mix into the top 20 inches of soil. Wait 3 - 4 months. Retill the area prior to planting grass. 3.2 DEEP TILLING B. At areas indicated, deep cultivation up to 24 inches deep by using a Road Reclaimer. 3.3 STERILIZATION A. Apply herbicide Casoron per manufacturers recommendations after removing existing weeds from the entire area to be sterilized. 3.4 ROTOTILLING A. At areas indicated, shallow cultivation of soil up to flinches deep by means of convention rotary tiller. 3.5 MARKING CONTAMINATED SOIL A. At areas indicated, place maker fabric on top of contaminated soil plateau. Over lap seams a minimum of 12 inches. Cover marker fabric with 6inches of clean topsoil at turf areas or paving base material at paved areas. END OF SECTION SOIL TREATMENT 02110 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02205 SOIL MATERIALS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Farmed topsoil. B. Composted mulch. C. Contaminated onsite soil used for fill. D. Imported topsoil. 1.2 RELATED SECTIONS A. Section 01019 - Contract Considerations: Requirements applicable to unit prices for the work of this section. B. Section 01025 - Measurement and Payment: Requirements applicable to unit prices for the work of this section. C. Section 01400 - Quality Control: Testing soil fill materials. D. Section 02207 - Aggregate Materials. E. Section 02211 - Rough Grading. F. Section 02223 - Backfilling. G. Section 02225 - Trenching. H. Section 02275 - Riprap. I. Section 02923 - Landscape Grading. J. Section 02936 - Seeding. K. Section 02950 - Trees, Plants and Ground Cover. 1.3 UNIT PRICES - MEASUREMENT AND PAYMENT A. Section 01025 - Measurement and Payment: Unit pnces. B. Topsoil: By the cubic yard. Includes supplying and placing. topsoil materials. 1.4 REFERENCES A. ASTM D698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop. B. ASTM D1556 - Test Method for Density of Soil in Place by the Sand -Cone Method. C. ASTM D2487 - Classification of Soils for Engineering Purposes. D. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D3017 - Test Method for Moisture Content of Soil and Soil -Aggregate in Place by SOIL MATERIALS 02205 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Nuclear Methods (Shallow Depth). 1.5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Samples: Submit, in air -tight containers, 101b sample of topsoil to testing laboratory. 1.6 SUBMITTALS FOR INFORMATION A. Section 01300 - Submittals: Procedures for submittals. B. Materials Source: Submit name of imported materials source. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with City of Yakima Public Works' standards. Maintain one copy on site. PART 2 - PRODUCTS 2.1 FARMED TOPSOIL A. Existing Area 1 soil deep tilled, cover with 3" of composted mulch and rototilled. 2.2 COMPOSTED MULCH A. Organic Soil Amendment consisting of the following percentage of nutrients: 1. Nitrogen: 1.82% 2. Phosphorus: .72% 3. Phosphate: 1.65% 4. Potasium: 1.940% 5. Potash: 2.337% 6. Sulfur: .430% 7. Magnesium: 1.070% 8. Calcium: 2.380% 9. Sodium: .460% 2.3 ONSITE CONTAMINATED SOIL USED AS FILL A. Existing contaminated soil from Areas 2 and 3 will be used as fill in Area 4 as indicated on Sheet G0.3. Relocate and compact as indicated. 2.4 IMPORTED TOPSOIL A. Topsoil Type: 1. Imported borrow. 2. Friable loam. 3. Reasonably free of roots, rocks larger than 1/2 inch, subsoil, debns, large weeds, and foreign matter. 4. Acidity range (pH) of 5.5 to 7.5. 5. Containing a minimum of 4 percent and a maximum of 25 percent inorganic matter. 6. Conforming to ASTM D2487. PART 3 - EXECUTION 3.1 SOIL REMOVAL SOIL MATERIALS 02205 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Excavate subsoil and topsoil from areas designated. B. Remove lumped soil, boulders, and rock. C. Relocate excavated material to area designated on site and complete soil remediation as indicated on Sheet G0.3. END OF SECTION SOIL MATERIALS 02205 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02207 AGGREGATE MATERIALS PART 1 - GENERAL 1.1 SECTION INCLUDES A. 5/8" minus crushed rock. B. 4" to 6" diameter river rock. C. Drainage rock. D. Course aggregates for Portland cement concrete. E. Aggregate for asphalt concrete paving. F. Base course for asphalt or concrete paving. G. Aggregate base under building slabs. H. Gravel backfill for foundations. I. Pipe bedding. J. 1/4" minus crushed gravel. K. Fine aggregates for Portland cement concrete. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Testing aggregate fill materials. B. Section 02205 - Soil Materials. C. Section 02211 - Rough Grading. D. Section 02223 - Backfilling. E. Section 02225 - Trenching. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Departrnent of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. AGGREGATE MATERIALS 02207 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. AASHTO - M147 - Materials for Aggregate and Soil -Aggregate. 1.4 SUBMITTALS FOR INFORMATION A. Section 01300 - Submittals: Procedures for submittals. B. Materials Source: Submit name of imported materials suppliers. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with of City of Yakima, Public Works' standards. Maintain one copy on site. PART 2 - PRODUCTS 2.1 AGGREGATE MATERIALS A. 5/8" Crushed Rock for Use as Compacted Mow Stnp: Gravel, crushed stone or other inert materials conforming to WSDOT/APWA standards, section 9-03.9(3). B. 4" to 6" Diameter River Rock for Boundary Strip: Round river rocks in diameters from 4" minimum to 6" maximum. C. Drainage Rock: Gravel backfill for drains conforming to WSDOT/APWA standards, section 0-03.12(4). D. Course Aggregates for Portland Cement Concrete: Gravel, crushed stone or other inert materials conforming to WSDOT/APWA standards, section 9-03.1(3). E. Aggregate for Asphalt Concrete Paving: Conforming to the requirements of WSDOT/APWA standards, section 9-03.8. F. Base Course for Asphalt or Concrete Paving: Conforming to WSDOT/APWA standards, section 9-03.9, for "crushed surfacing base course". G. Aggregate Base Under Building Slabs: Conforming to WSDOT/APWA standards, section 9-03.10, for "gravel base". H. Gravel Backfill for Foundations: Conforming to WSDOT/APWA standards, section 9-03.9, for " crushed surfacing base course". I. Pipe Bedding: Conforming to WSDOT/APWA standards, section 9-03.12(3). J. 1/4" Minus Crushed Gravel: Conforming to WSDOT/APWA standards, section 9-03.9(4), for "maintenance rock". K. Fine Aggregates for Portland Cement Concrete: Sand and other inert materials conforming to the requirements of WSDOT/APWA standards, section 9-03.1(2). 2.2 SOURCE QUALITY CONTROL AGGREGATE MATERIALS 02207 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Field inspection, source testing and analysis of aggregate material will be performed under provisions of Section 01400. tis B. If tests indicate materials do not meet specified requirements, change material or material source and retest. C. Provide materials of each type from same source throughout the Work. PART 3 - EXECUTION 3.1 STOCKPILING A. Stockpile materials on site at locations designated by Architect. B. Stockpile in sufficient quantities to meet Project schedule and requirements. C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials. 3.2 STOCKPILE CLEANUP A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. B. If a borrow area is indicated, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. 3.3 PLACEMENT OF AGGREGATE MATERIALS A. Verify that subgrade has been inspected, gradients and elevations are correct and dry. B. Place aggregate materials in a maximum of 6 inch layers and compact to 95% of maximum density. END OF SECTION AGGREGATE MATERIALS 02207 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02211 ROUGH GRADING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Removal of topsoil and subsoil. B. Cutting, grading, rough contouring, compacting the site for site structures, and building pads. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Testing fill compaction. B. Section 02110 - Site Clearing. C. Section 02205 - Soil Materials. D. Section 02207 - Aggregate Materials. E. Section 02222 - Excavating: Building excavation. F. Section 02223 - Backfilling: General building area backfilling. G. Section 02225 - Trenching: Trenching and backfilling for utilities. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with City of Yakima, Public Works' standards. Maintain one copy on site. 1.5 PROJECT RECORD DOCUMENTS A. Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients. ROUGH GRADING 02211 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil: As specified in Section 02205. B. Subsoil Fill: As specified in Section 02205. C. Structural Fill: As specified in Section 02207. PART 3 - EXECUTION 3.1 EXAMINATION A. Venfy site conditions under provisions of Section 01039. B. Verify that survey bench mark and intended elevations for the Work are as indicated. 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Stake and flag locations of known utilities. C. Locate, identify, and protect utilities that remain, from damage. D. Notify utility company to remove and relocate utilities. E. Protect above and below grade utilities that remain. F. Protect plant life, lawns, rock outcropping and other features remaining as a portion of final landscaping. G. Protect bench marks, survey control point, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. 3.3 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be further excavated, re -landscaped, or re -graded. B. Do not excavate wet subsoil or excavate and process wet material to obtain optimum moisture content. C. When excavating through roots, perform work by hand and cut roots with sharp axe. D. Stockpile in area designated on site to depth not exceeding 8 feet and protect from erosion. E. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill. 3.4 TOLERANCES ROUGH GRADING 02211 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Top Surface of Subgrade: To line and grade shown on plans. 3.5 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. If tests indicate Work does not meet specified requirements, remove Work, replace and retest. END OF SECTION ROUGH GRADING 02211 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02222 EXCAVATING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating for building foundations. B. Excavating for slabs -on -grade, paving, landscaping. C. Excavating for removal or relocation of contaminated soil. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Inspection of bearing surfaces. B. Section 01500 - Construction Facilities and Temporary Controls: Dewatering of excavations and water control. C. Section 02110 - Soil Treatment: Remediation and clean-up of contaminated soils. D. Section 02211 - Rough Grading: Topsoil and subsoil removal from site surface. E. Section 02223 - Backfilling. F. Section 02225 - Trenching: Excavating for utility trenches. 1.3 FIELD MEASUREMENTS A. Verify that survey bench mark and intended elevations for the Work are as indicated. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. Locate, identify, and protect utilities that remain from damage. C. Notify utility company to remove and relocate utilities. D. Protect plant life, lawns, and other features remaining as a portion of final landscaping. EXCAVATING 02222 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS E. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. 3.2 EXCAVATING A. Excavate subsoil to accommodate building foundations, slabs -on -grade, paving, curbs, and construction operations. B. Excavate to working elevations. C. Excavate contaminated soils to depths indicated. D. Compact disturbed load bearing soil in direct contact with foundations to original bearing capacity; perform compaction in accordance with Section 02223 and 02225. E. Slope banks with machine to angle of repose. F. Do not interfere with 45 degree bearing splay of foundations. G. Grade top perimeter of excavating to prevent surface water from draining into excavation. H. Hand trim excavation. Remove loose matter. I. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd measured by volume. J. Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. K. Correct areas over excavated in accordance with Section 02223. L. Stockpile excavated material in area designated on site in accordance with Section 02205 and 02207; remove excess or unsuitable material from site. 3.3 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Provide for visual inspection of bearing surfaces. 3.4 PROTECTION A. Prevent displacement or loose soil from falling into excavation; maintain soil stability. B. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing. END OF SECTION EXCAVATING 02222 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02223 BACKFILLING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Building perimeter and site structure backfilling to subgrade elevations. B. Site filling and backfilling. C. Fill under slabs -on -grade. D. Fill under paving. E. Fill for over -excavation. F. Consolidation and compaction as scheduled. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Compaction testing. B. Section 02205 - Soil Materials. C. Section 02207 - Aggregate Materials. D. Section 02222 - Excavating. E. Section 02225 - Trenching: Backfilling of utility trenches. F. Section 03300 - Cast -in -Place Concrete: Concrete materials. 1.3 REFERENCES A. ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 101b (4.54 Kg) Rammer and 18 inch (457 mm) Drop. B. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). C. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. PART 2 - PRODUCTS 2.1 FILL MATERIALS A. Fill Material: As specified in Section 02207 and Structural Notes. BACKFILLING 02223 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 3 - EXECUTION 3.1 EXAMINATION A. Verify subdrainage, dampproofing, or waterproofing installation has been inspected. B. Verify structural ability of unsupported walls to support imposed loads by the fill. 3.2 PREPARATION A. Compact subgrade to density requirements for subsequent backfill materials See Structural Notes for compaction density requirements. B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with suitable fill and compact to density equal to or greater than requirements for subsequent fill material. C. Scarify and proof roll subgrade surface to a depth of 8 inches to identify soft spots; fill and compact to density equal to or greater than requirements for subsequent fill matenal. 3.3 BACKFILLING A. Backfill areas to contours and elevations with unfrozen matenals. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. C. Employ a placement method that does not disturb or damage other work. D. Maintain optimum moisture content of backfill materials to attain required compaction density. E. Make gradual grade changes. Blend slope into level areas. F. Remove surplus backfill materials from site. G. Leave all areas to receive landscape materials at minus 6 inches . Leave recesses to receive topsoil level and free of rocks and construction debris. 3.4 TOLERANCES A. Top Surface of Backfilling Under Paved Areas: To required subgrade elevations. B. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations. C. Top Surface of To Receive Topsoil: Minus 6 inchs from required elevations. 3.5 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Compaction testing will be performed in accordance with ASTM D 15 57 and ASTM D2922. BACKFILLING 02223 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. If tests indicate Work does not meet specified requirements, remove Work, replace and retest. D. Frequency of Tests: One satisfactory test for every 2,500 square feet of backfilled surface area. E. Proof roll compacted fill surfaces under slabs -on -grade, paving. 3.6 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Reshape and re -compact fills subjected to vehicular traffic. 3.7 COMPACTION SCHEDULE A. Concrete slabs -on -grade and building slabs: 95% maximum density. B. Tennis Court subbase: 95% maximum density based on a modified proctor. C. Landscaped and grass areas: 91% maximum density. D. Asphalt pathway and sidewalks: 91% maximum density. END OF SECTION BACKFILLING 02223 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02225 TRENCHING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating trenches for utilities from 5 feet outside building to municipal utilities. B. Compacted fill from top of utility bedding to subgrade elevations. C. Backfilling and compaction. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Testing fill compaction. B. Section 01500 - Construction Facilities and Temporary Controls: Water control in excavations. C. Section 02205 - Soil Materials. D. Section 02207 - Aggregate Materials. E. Section 02211 - Rough Grading: Topsoil and subsoil removal from site surface. F. Section 02222 - Excavating: General building excavation. G. Section 02223 - Backfilling: General backfilling. H. Section 03300 - Cast -in -Place Concrete: Concrete materials. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. B. ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. C. ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 101b (4.54 Kg) Rammer and 18 inch (457 mm) Drop. D. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. TRENCHING 02225 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.4 DEFINITIONS A. Utility: Any buried pipe, duct, conduit, or cable. 1.5 FIELD MEASUREMENTS A. Verify that survey bench mark, control point, and intended elevations for the Work are as shown on drawings. 1.6 COORDINATION A. Coordinate work under provisions of Section 01039. B. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. PART 2 - PRODUCTS 2.1 FILL MATERIALS A. As specified in Section 02207. PART 3 - EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. Protect plant life, lawns, and other features remaining as a portion of final landscaping. C. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. D. Maintain and protect above and below grade utilities which are to remain. E. Cut out soft areas of subgrade not capable of compaction in place. Backfill with fill material and compact to density equal to or greater than requirements for subsequent backfill material. 3.2 EXCAVATING A. Excavate subsoil required for utilities to municipal utilities. B. Cut trenches sufficiently wide to enable installation and allow inspection per section 2- 09.3 (3)D of the standard specifications. Remove water or matenals that interfere with Work. C. Stockpile excavated material in area designated on site and remove excess material not being used, from site. 3.3 BACKFILLING TRENCHING 02225 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Employ a placement method that does not disturb or damage utilities in trench, and/or other physical features in plan at the time of construction. B. Maintain optimum moisture content of fill materials to attain required compaction density. C. Remove surplus fill materials from site. 3.4 TOLERANCES A. Top Surface of Backfilling Under Paved Areas: Shall be to required subgrade elevations. B. Top Surface of General Backfilling: Plus or minus 1/2 inch from required elevations. 3.5 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Compaction testing will be performed in accordance with ASTM D1557. C. If tests indicate Work does not meet specified requirements, remove Work, replace, compact, and retest. D. Frequency of Tests: Shall be at various depths in the trench section. 3.6 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Reshape and re -compact fills subjected to vehicular traffic during construction. END OF SECTION TRENCHING 02225 - 3 CITY OF YAKIMA KISSEL PARK SITE IMROVEMENTS SECTION 02275 RIPRAP PART 1 - GENERAL 1.1 SECTION INCLUDES A. Hand placed riprap. 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials. B. Section 02211 - Rough Grading. C. Section 02222 - Excavating: Excavating for riprap. D. Section 02223 - Backfilling. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with City of Yakima Public Work's standard. B. Maintain one copy of document on site. PART 2 - PRODUCTS 2.1 MATERIALS A. Riprap: Irregular shaped rock conforming to the requirements of WSDOT/APWA standards, section 9-13.2 for hand placed riprap. B. Geotextile Fabric: Non -biodegradable, non -woven. PART 3 - EXECUTION 3.1 PLACEMENT A. Place geotextile fabric over substrate, lap edges and ends. B. Place riprap at culvert outlets. 3.2 SCHEDULES A. Culvert outlets: At all culvert outlets, hand place minimum of 1 cubic yard of riprap. END OF SECTION RIPRAP 02275 - 1 CITY OF YAKIMA KISSEL PARK SITE IMROVEMENTS SECTION 02400 ASBESTOS ABATEMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Abatement of concrete -asbestos pipe. 1.2 REFERENCES A. Washington Administrative Code Title 296, Chapter 62 General Occupational Health Standards. B. Yakima County Public Works Policy and Procedures, Solid Waste Division. C. Yakima Regional Clean Air Authority, Construction Dust Control Policy. 1.3 QUALITY ASSURANCE A. Perform Work in accordance WAC 296-62. B. Maintain one copy of document on site. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.1 CONCRETE ASBESTOS PIPE ABATEMENT - "NON -DISPOSAL" METHOD A. Execute "Non -Disposal" methods of abatement. B. Utilize proper LEVE L 2 work practices. C. Abatement materials under the supervision of a Certified Asbestos Supervisor. D. Break pipe in place when encountered. DO NOT CUT. E. Remove pieces of broken pipe with surrounding earth during excavation. F. Transport earth containing broken pieces of site to Area 4 of site and use as fill material under contaminated soils cap. 3.2 CONCRETE ASBESTOS PIPE ABATEMENT - "DISPOSAL" METHOD A. Should the Contractor elect to dispose the asbestos -containing concrete pipe off-site in lieu of the method described above, follow the procedures attached herein from Yakima County Public Works and Yakima Regional Clean Air Authority. Complete and file all attached paper work. END OF SECTION ASBESTOS ABATEMENT 02400 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02510 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete paving, wearing binder, base course, and surface sealer. B. Lane marking paint (striping). 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials: Aggregate for asphalt concrete paving and base course. B. Section 02211 - Rough Grading: Preparation of site for paving and base. C. Section 02223 - Backfilling: Compacted subbase for paving. D. Section 03300 - Cast -In -Place Concrete: Concrete curbs. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. B. ASTM D946 - Penetration -Graded Asphalt Cement for Use in Pavement Construction. C. TAI - (The Asphalt Institute) - MS -2 Mix Design Methods for Asphalt Concrete and Other Hot Mix Types. D. TAI - (The Asphalt Institute) - MS -3 Asphalt Plant Manual. E. TAI - (The Asphalt Institute) - MS -8 Asphalt Paving Manual. F. TAI - (The Asphalt Institute) - MS -19 Basic Asphalt Emulsion Manual. G. AASHTO-M-248. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with the standard specifications of Roads, Bndges, and Municipality Construction of Adams County, WSDOT/APWA Standards. ASPHALTIC CONCRETE PAVING 02510 - 1 CITY OF YAKIMA KISSEL PARK STE IMPROVEMENTS PART 2 - PRODUCTS 2.1 MATERIALS A. Asphalt Cement: All materials shall conform to the Standard Specifications WSDOT/APWA. B. Aggregate for Base Course Mix: As specified in Section 02207. C. Aggregate for Binder Course Mix: As specified in Section 02207. D. Aggregate for Weanng Course Mix: As specified in Section 02207. E. Lane Marking Paint: Chlonnated rubber -alkyd type, AASHTO-M-248, CFS-TT-P- 115),Type III, 4" wide, color white. Don paint asphalt surface markings until Just prior to Substantial Completion review by Architect. 2.2 ASPHALT PAVING MIX A. Asphalt concrete paving at Tennis Courts shall be Class G and conform to WSDOT/APWA standards. B. Asphalt concrete paving occumng at parking lot, pathway and basketball court and within the public right-of-way shall be Class A w/PG6428 conforming to WSDOT/APWA Standard Specification Section 5-04. 2.3 SOIL STERILIZATION A. Commercial grade herbicide treatment for weed control, registered by the Environmental Protection Agency. Provide granular, liquid, or wettable powder form. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify base conditions under provisions of Section 01039. B. Venfy that compacted granular base is dry and ready to support paving and imposed loads. C. Verify gradients and elevations of base are correct. 3.2 SURFACE PREPARATION A. Remove loose material from compacted subbase surface immediately before applying soil sterilization herbicide treatment or prime coat. B. Proofroll prepared subbase surface to check for unstable areas and areas requiring additional compaction. ASPHALTIC CONCRETE PAVING 02510 - 2 C. CITY OF YAKIMA KISSEL PARK STE IMPROVEMENTS Apply soil sterilization agent in strict compliance with manufacturer's recommended dosages and application instructions. Apply to compacted, dry subbase pnor to application of prime coat. 3.3 SUBBASE A. Section 02207 - Aggregate Materials, forms the base construction for work of this section. Provide compacted thickness(es) as indicated on the drawings, or if not indicated, 4 inch minimum compacted thickness. 3.4 PLACING ASPHALT PAVEMENT - SINGLE COURSE A. Refer to WSDOT/APWA Standard Specifications. 3.5 PATCHING WITHIN THE PUBLIC RIGHT-OF-WAY A. The bottom and sides of all areas to be patched shall receive a tack coat in accordance with Section 5-04.3(5)A. B. Before patching, all trench edges and joints shall be neatly trimmed with an approved cutter to a uniform line parallel to the trench line. 3.6 TOLERANCES A. B. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge. Variation from True Elevation: Paving surface to be at grade and elevations shown. 3.7 FIELD QUALITY CONTROL A. B. Section 01400 - Quality Control: Field inspection and testing. Take samples and perform tests in accordance with TAI MS -2. 3.8 PROTECTION A. Immediately after placement, protect pavement from mechanical injury for 7 days or until surface temperature is less than 140 degrees F. 3.9 SCHEDULES A. Pavement at Parking Areas: One course of 2 inch compacted thickness. If asphalt is placed more than 30 days prior to Substantial Completion, provide a fresh surface coating just prior to lane markings are painted. END OF SECTION ASPHALTIC CONCRETE PAVING 02510 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Flatwork - concrete sidewalks, aprons and driveways. B. Extruded straight curb. C. Joints, sleeves and accessories. 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials: Aggregate for Portland Cement Concrete and base course. B. Section 02211 - Rough Grading: Preparation of site for paving and base. C. Section 02223 - Backfilling: Compacted subbase for paving. D. Section 02510 - Asphaltic Concrete Paving. 1.3 REFERENCES A. The Standard Specifications for Road, Bndge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. B. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. C. ASTM A615 - Deformed and Plain Billet -Steel for Concrete Reinforcement. D. ASTM C33 - Concrete Aggregates. E. ASTM C94 - Ready Mix Concrete. F. ASTM C150 - Portland Cement G. ASTM C260 - Air -Entraining Admixtures for Concrete. 11. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. I. ASTM C494 - Chemical Admixtures for Concrete. PORTLAND CEMENT CONCRETE PAVING 02520 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS J. ASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction. 1.4 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Concrete Mix: Submit mix data. 1.5 QUALITY ASSURANCE A. Perform work in accordance with WSDOT/APWA Standard Specifications. B. Obtain cementitious materials from same source throughout. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable standards for paving work on public property. See Appendix, Division One Special Provisions. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not place concrete when base surface temperature is less than 40 degrees F, or surface is wet or frozen. PART 2 - PRODUCTS 2.1 FORM MATERIALS A. Form Materials: WSDOT/APWA standard specifications, section 8-14. B. Joint Filler: ASTM D1751. 2.2 CONCRETE MATERIALS A. Refer to WSDOT/APWA Standard Specifications, section 6-02, Class B. B. Fine and Coarse Mix Aggregates: ASTM C33 and as specified in Section 02207.. C. Water: Potable, not detrimental to concrete. D. Air Entrainment: ASTM C260. 2.3 CONCRETE MATERIALS A. Concrete for curb and gutter, sidewalk, and driveway approaches shall be air -entrained concrete Class 3000 in accordance with WSDOT/APWA Standard Specification Section 6- 02. PORTLAND CEMENT CONCRETE PAVING 02520 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Concrete shall be cured by applying Cur -to -Spec MS colorless curing system, or approved. Application of the curing compound shall be in accordance with the manufacturer's recommendations. 2.4 ACCESSORIES A. Curing Compound: ASTM C309. B. Expansion Joints: 1/2 inch thick rubber or asphalt type, meeting ASTM D994. 2.5 CONCRETE MIX - BY PERFORMANCE CRITERIA A. Refer to WSDOT/APWA Standard Specifications, section 8-14. 2.6 SOURCE QUALITY CONTROL AND TESTS A. Section 01400 - Quality Control: Provide mix design for Class 3000 concrete. B. Submit proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Tests on cement and aggregates will be performed to ensure conformance with specified requirements. D. Test samples in accordance with WSDOT/APWA Standard Specifications. 2.7 FINISHES A. Surface Texture: 1. Broom Finish: Provide broom finish at locations indicated in direction indicated. Where a surface texture is not indicated, provide a light broom finish perpendicular to the length of the panel. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify base conditions under provisions of Section 01039. B. Verify compacted subgrade, granular base, and stabilized soil is acceptable and ready to support paving and imposed loads. C. Venfy gradients and elevations of base are correct. 3.2 SUBBASE A. Refer to Section 02207. 3.3 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. PORTLAND CEMENT CONCRETE PAVING 02520 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Coat surfaces of manhole and catch basin frames with oil to prevent bond with concrete pavement. C. Notify Architect minimum 24 hours prior to commencement of concreting operations. 3.4 FORMING A. Place and secure forms to correct location, dimension, profile, and gradient. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. C. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement. 3.5 REINFORCEMENT A. Place reinforcement as indicated. B. Interrupt reinforcement at contraction expansion joints. 3.6 PLACING CONCRETE A. Refer to WSDOT/APWA Standard Specifications. 3.7 JOINTS A. Place expansion joints at 10 foot intervals. Align curb, gutter, and sidewalk joints. B. Place joint filler between paving components and building or other appurtenances. Recess top of filler 1/4 inch typ. C. Provide scored control joints at 5 feet minimum in all flatwork typ. D. Provide keyed joints as indicated. 3.8 FINISHING A. Paving: Light broom. B. Sidewalk Paving: Light broom, radius to 1/2 inch radius, and trowel joint edges. C. Curbs: Light broom. D. Direction of Textunng: Parallel to pavement direction. Verify with Architect. 3.9 JOINT SEALING A. Refer to WSDOT/APWA Standard Specifications. 3.10 TOLERANCES A. Section 01400 - Quality Assurance: Tolerances. PORTLAND CEMENT CONCRETE PAVING 02520 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Maximum Variation of Surface Flatness: To grade and elevation shown on plans. C. Maximum Variation From True Position: To line and grade shown on plans. 3.11 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection. B. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. C. One additional test cylinder will be taken during cold weather and cured on site under same conditions as concrete it represents. D. One slump test will be taken for each set of test cylinders taken. E. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.12 PROTECTION A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury. B. Do not permit pedestrian vehicular traffic over pavement for 7 days minimum after finishing, until 75 percent design strength of concrete has been achieved. 3.13 SCHEDULES A. Concrete Sidewalks: 3,000 psi 28 day concrete, 4 inches thick, gray color Portland cement, light broom finish on site only. END OF SECTION PORTLAND CEMENT CONCRETE PAVING 02520 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02607 UTILITY STRUCTURES PART 1 - GENERAL 1.1. SECTION INCLUDES A. Culverts 1.2 RELATED SECTIONS A. Section 02222 - Excavating: Excavating for culverts. B. Section 02223 - Backfilling: Backfilling after culvert installation. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. (1) 1.4 SUBMITTALS FOR REVIEW Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. A. Section 01300 - Submittals: Procedures for submittals. B. Shop Drawings: Indicate culvert sizes, elevations, fittings and sizes and elevations of penetrations. PART 2 - PRODUCTS 2.1 COMPONENTS A. Corrugated steel, galvanized, 12 inch diameter, meeting the requirements of WSDOT/APWA Standard Specification, section 9-05.4. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify excavation for culverts is at correct elevations. B. Verify trench bottom is smooth and free of cobbles 3.3 PLACING CULVERTS A. Place culvert in trench and cover with P-6" of backfill material, minimum. END OF SECTION UTILITY STRUCTURES 02607 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 02667 SITE WATER LINES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings for site water lines including domestic water lines. B. Valves. 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials. B. Section 02222 - Excavating. C. Section 02223 - Backfilling. D. Section 02225 - Trenching. E. Section 03300 - Cast -in -Place Concrete: Concrete for thrust restraints. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. 2. All water lines intended to become part of the City of Yakima municipal water system shall be constructed in accordance with City of Yakima design standards. All other water lines and components shall be constructed as herein specified. 3. City of Yakima "Public Works Design Standards", supercede conflicting standards of WSDOT. B. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings. C. ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings. D. ASTM B88 - Seamless Copper Water Tube. E. ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 10 Ib (4.54 Kg) Rammer and 18 inch (457 mm) Drop. F. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. G. ASTM D3139 - Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals. SITE WATER LINES 02667 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS H. ASTM D3035 - Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Controlled Outside Diameter. I. AWWA C 104 - Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water. J. AWWA C111- Rubber -Gasket Joints for Ductile Iron and Grey -Iron Pressure Pipe and Fittings. K. AWWA C151 - Ductile -Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids. L. AWWA C509 - Resilient Seated Gate Valves 3 in through 12 in NPS, for Water and Sewage Systems. M. AWWA C600 - Installation of Ductile -Iron Water Mains and Appurtenances. N. AWWA C900 - PVC pipe for distribution mains. 1.4 QUALITY ASSURANCE A. Refer to WSDOT/APWA Standard Specifications and City of Yakima Design Standards. 1.5 DELIVERY, STORAGE, AND HANDLING A. Refer to WSDOT/APWA Standard Specifications. PART 2 - PRODUCTS 2.1 WATER PIPE & FITTINGS A. Refer to City of Yakima Specifications for Private Construction of Public Facilities, section 7-09. 2.2 BEDDING AND COVER MATERIALS A. Refer to City of Yakima Specifications for Private Construction of Public Facilities, section 7-10. PART 3 - EXECUTION 3.1 EXAMINATION A. Refer to WSDOT/APWA Standard Specifications and NFPA 24. 3.2 SERVICE CONNECTIONS A. Refer to City of Yakima Specifications for Private Construction of Public Facilities, section 7-11 and 7-12. SITE WATER LINES 02667 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.3 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Compaction testing will be performed in accordance with City of Yakima Specifications for Private Construction of Public Facilities, section 7-10.3 (11). END OF SECTION SITE WATER LINES 02667 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02722 SITE STORM SEWERAGE SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Drainage devices. B. Site storm sewerage drainage piping, fittings and accessories, and bedding. C. Filter fabric. 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials: Drain rock. B. Section 02225 - Trenching and 02223 - Backfilling: Backfilling over piping up to subgrade elevation. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. 2. City of Yakima "Public Works Design Standards" supercede conflicting standards of WSDOT. B. ASTM D698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop. C. ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 101b (4.54 Kg) Rammer and 18 inch (457 mm) Drop. D. ASTM D2321 - Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. E. ASTM D2729 - Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. F. ASTM D2751 - Acrylonitrile -Butadiene -Styrene (ABS) Sewer Pipe and Fittings. G. ASTM D3033 - Type PSP Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. H. ASTM D3034 - Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. I. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). SITE STORM SEWERAGE SYSTEMS 02722 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS J. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. 1.4 SUBMITTALS A. Section 01300 - Submittals: Procedures for submittals. B. Product Data: Provide data indicating pipe and pipe accessories. C. Manufacturer's Installation Instructions: Indicate special procedures required to install Products specified. D. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements. 1.5 REGULATORY REQUIREMENTS A. Conform to WSDOT/APWA Standard Specifications for materials and installation of the Work of this section. 1.6 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the Work with termination of storm sewer connection at infiltration swales. PART 2 - PRODUCTS 2.1 DRAIN DEVICES A. Lid and Frame: NDS #1213 cast iron grate for use with 12" x 12" basin. B. Riser: NDS #1216, 12" x 12" x 6" riser. C. Catch Basin: NDS #1200, 12" x 12" two opening basin. Provide (1) one #1889,8 inch universal adapter and (1) one #1206 universal plug for each basin. 2.2 SEWER PIPE MATERIALS A. Plastic Pipe: ASTM D3034, polyvinyl chloride (PVC) material, sizes and types as indicated on drawings. B. Perforated Pipe: Diameter as noted ABS or Hi -Q material. 2.3 ACCESSORIES A. Filter Fabric: Non -biodegradable, manufactured by Mirafi, Model 140N, or approved equal. B. Fittings: Same material as pipe molded or formed to suit pipe size and end design, in required tee, bends, elbows, cleanouts, reducers, traps and other configurations required. C. Drain Rock: As specified in Section 02207. SITE STORM SEWERAGE SYSTEMS 02722 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 2.4 BEDDING AND COVER MATERIALS A. As specified in Section 02207. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations are as indicated on drawings. 3.2 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with coarse aggregate. B. Remove large stones or other hard matter which could damage piping or impede consistent backfilling or compaction. 3.3 BEDDING A. Excavate pipe trench in accordance with WSDOT/APWA and City of Yakima Design Standards for work of this section. Hand trim excavation for accurate placement of pipe to elevations indicated. B. Place bedding material at trench bottom, level materials in continuous layer not exceeding 6 inches compacted depth. C. Maintain optimum moisture content of bedding material to attain required compaction density. 3.4 INSTALLATION - PIPE A. Refer to WSDOT/APWA Standard Specifications and City of Yakima Design Standards. 3.5 INSTALLATION - CATCH BASINS AND CLEANOUTS A. Refer to WSDOT/APWA Standard Specifications and City of Yakima Design Standards. 3.6 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Request inspection prior to and immediately after placing aggregate cover over pipe. C. Compaction testing will be performed in accordance with WSDOT/APWA Standard Specifications. D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest. SITE STORM SEWERAGE SYSTEMS 02722 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.7 PROTECTION A. Protect finished Work under provisions of Section 01500. B. Protect pipe and aggregate cover from damage or displacement until backfilling operation is in progress. END OF SECTION SITE STORM SEWERAGE SYSTEMS 02722 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02732 SITE SANITARY SEWERAGE SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Sanitary sewerage drainage piping, fittings, accessories and bedding. B. Connection of building sanitary drainage system to municipal sewers systems. C. Cleanout access. 1.2 RELATED SECTIONS A. Section 02225 - Trenching and 02222 - Excavating: Excavating subsoil for sewer system piping. B. Section 02223 - Backfilling. C. Section 02722 - Storm Sewerage System. D. Section 03300 - Cast -in -Place Concrete: Concrete type for cleanout base pad construction. 1.3 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1. Note: The latest edition of the APWA Amendments to Division One of the WSDOT/APWA Standard Specifications referenced above shall replace Division One of said Standard Specifications. 2. City of Yakima "Public Works Design Standards", supercede conflicting standards of WSDOT. B. ANSI/ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 10 Ib (4.54 Kg) Rammer and 18 inch (457 mm) Drop. C. ANSI/ASTM D3034 - Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. D. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil -Aggregate Mixtures. 1.4 DEFINITIONS A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill operations. SITE SANITARY SEWERAGE SYSTEMS 02732 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data indicating pipe, and pipe accessories. C. Manufacturer's Installation Instructions: Indicate special procedures required to install Products specified. D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.6 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. B. Record location of pipe runs, connections, cleanouts, and invert elevations. C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. 1.7 REGULATORY REQUIREMENTS A. Conform to all applicable Local and State codes for materials and installation of the Work of this section. 1.8 FIELD MEASUREMENTS A. Venfy that field measurements and elevations are as indicated. B. Verify all connection points of existing sewers and provide results to engineer prior to any sewer construction. 1.9 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the Work with termination of sanitary sewer connection outside building, connection to municipal sewer utility service and trenching. PART 2 - PRODUCTS 2.1 SEWER PIPE MATERIALS A. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. 2.2 PIPE ACCESSORIES A. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. SITE SANITARY SEWERAGE SYSTEMS 02732 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 2.3 CLEANOUTS A. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. 2.4 BEDDING MATERIALS A. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that trench excavation base is ready to receive work and excavations, dimensions, and elevations are as indicated on drawings. 3.2 PREPARATION A. Hand trim excavations to required elevations. B. Remove large stones or other hard matter which could damage pipe or impede consistent backfilling or compaction. 3.3 BEDDING A. Excavate pipe trench in accordance with Section 02225 for work of this Section. Hand trim excavation for accurate placement of pipe to elevations indicated. B. Maintain optimum moisture content of bedding material to attain required compaction density. 3.4 INSTALLATION - PIPE A. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. 3.5 INSTALLATION - CLEANOUTS A. Form bottom of excavation clean and smooth to correct elevation. B. Form and place cast -in-place concrete base pad, with provision for sanitary sewer pipe end sections. C. Establish elevations and pipe inverts for inlets and outlets as indicated. D. Mount lid and frame level in grout, secured to top cone section to elevation indicated. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. SITE SANITARY SEWERAGE SYSTEMS 02732 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Request inspection prior to and immediately after placing bedding. C. Refer to City of Yakima Specifications for Private Construction of Public Water Mains, 1998. D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. 3.7 PROTECTION A. Protect finished installation under provisions of Section 01500. B. Protect pipe and aggregate cover from damage or displacement until backfilling operation is in progress. END OF SECTION SITE SANITARY SEWERAGE SYSTEMS 02732 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02790 TENNIS COURTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Tennis court acrylic latex coating. B. Net posts. C. Nets. D. Sleeves. E. Center anchors. F. Center straps. G. Fence vision netting. 1.2 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. 1.3 GENERAL REQUIREMENTS: A. Scope of Work to be Done: The Contract Work to be performed under these Specifications consists of furnishing all of the required labor, material, equipment, implements, parts and supplies necessary for the installation of tennis court surfacing and nets, as further elaborated in these Specifications. B. Standards: The Work hereunder shall be done in a thorough, workmanlike manner and conform to the standards for tennis court construction as prescribed or approved by the U.S. Tennis Court Builders Association. C. Tolerances: The finished asphalt surface course should not vary more than 1/8" in 10' when measured in any direction. 1.4 SUBMITTALS • A. Provide samples and manufacturer's product data. 1.5 LAYOUT OF WORK TENNIS COURTS 02790 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. The Work shall be laid out to true lines and grades in full accordance with the construction drawings. Surveying of lines and grades, from a base line and bench mark shown on the Drawings, shall be accomplished by the Contractor. Monuments shall be accomplished as required, protected and maintained in place by the Contractor for the duration of the Contract or until such time as their removal may be authonzed by the Owner and/or agent. 1.6 QUALITY ASSURANCE A. The application of the "Color Finish Course" material shall only be performed by qualified and skilled mechanics in a workmanlike manner in accordance with the manufacturer's standard pnnted instructions. the Contractor must submit a list of 25 courts completed within the last three (3) years. PART 2 - PRODUCTS 2.1 SURFACE SYSTEM A. Include all materials necessary for a complete surface system per "PLEXIPAVE" as manufactured by California Products Corporation, Cambridge, Massachusetts. Include California Acryhc Resurfacer, Plexipave, Court Patch Binder and other miscellaneous matenals. Include Plexicolor Hi -Hide Textured Line Paint. Equal products of Decoralt are acceptable. 2.2 NET POSTS, SLEEVES, NETS, CENTER ANCHORS, CENTER STRAPS, FENCE VISION NETTING A. Equipment: The surfacing contractor shall provide Douglas Premier SQ (square) net posts with GS-24SQ sleeves, Douglas center tie down anchors, Douglas TN -36 tennis nets and ACS center strap. The nets posts are manufactured from Schedule 40 square (3.0) inch galvanized steel material with a fitted internal machined worm attached to the inside face of the net posts. Ground sleeves are to be hot -dipped galvanized and shipped with the net posts. Open mesh polypropylene netting attached to the fence in lengths as indicated for vision screens. PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. Prior to the application of surfacing materials, the entire surface should be checked for minor depressions or irregularities. After the courts have been flooded, any depressions covenng a nickel shall be corrected by the following method. Depressions and irregularities shall be filled with Court Patch Binder according to specifications using the following mix: 1. 100 lbs. 60-80 mesh silica sand (dry) 2. 3 gallons Plexipave Court Patch Binder 3. 1 to 2 gallons Portland Cement (dry) (depending on humidity and temperature). TENNIS COURTS 02790 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Tack Coat: A tack coat is necessary under patches only and shall be mixed as follows: 1. Plexipave Court Patch Binder diluted with 1 part Court Patch Binder to parts water and allowed to thoroughly dry prior to patching. After patching the surface shall nto vary more than 1/8" in 10 feet measured in any direction. C. Acrylic Underlayment: At least one application of California Acrylic Resurfacer (black) shall be applied tot he surface to obtain a coverage of 15-20 sq. yds. per gallon (.07 - .05 gallons per sq. yd.) in order to provide a smooth dense underlayment. Dilution with water and sand is required utilizing the following mix: 1. Acrylic Resurfacer - 55 gallons 2. Sand (60-80 mesh) - 600-900 lbs. 3. Water - 20-40 gallons 4. Liquid Yield - 112-138 gal. 3.2 COLOR BASE APPLICATION A. Plexipave Color Base and Plexichrome: Apply with rubber bladed squeegee on the clean, dry surface in 3 applications to obtain a total quantity of not less than .15 nor more than .23 gallons per sy. Yd. of area, based on the material prior to any dilution. Dilution with Plexichrome and water to obtain proper application consistency will be as follows: 1. Plexipave Color Base - 30 gallons 2. Plexichrome - 20 gallons 3. Water - 20 gallons B. The finished surface shall have a uniform appearance and be free from ridges and tool marks. 3.3 PLAYING LINE APPLICATION A. Playing lines: 2 -inch wide playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as specified by the U.S. Tennis Association. 3.4 INSPECTION A. A final inspection of the surface and net posts, center anchors and all fencing shall be made. Approval of the Owner or his agent must be received prior to application of the tennis court surfacing. 3.5 INSTALLATION OF NET POSTS: A. General: The net posts shall be supplied by the surfacing contractor on this project. Each set of net posts shall consist of one post with an internal stainless steel winding gear and one post with a grooved top and two galvanized sleeves. The posts shall be installed 42'-0" face to face of each post, per drawing. B. Setting of Net Posts: Cut a 2'-0" x 2'-0" hole through the asphaltic slab, and flare out TENNIS COURTS 02790 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS excavation to 30" x 30" at bottom, 36" deep. The tennis set post sleeves shall be set plumb and true in 2,500 -pound concrete, so the top of the sleeve is level with the plane of the playing surface. The concrete shall be poured flush with the plane of the playing surface and smooth troweled. C. Setting of Center Anchor: Cut out a 12" x 12" hole in the asphalt paving. Excavate 12" deep, flaring out hole to 14" x 14" at bottom. Place anchor in 2,500 -pound concrete. Flush concrete with asphalt surface. 3.6 CLEANING A. Upon completion, the Contractor shall remove all containers, surplus materials, debris and leave the site clean and in an orderly condition acceptable to the Owner or his agent. 3.7 MAINTENANCE A. Provide the Owner with a complete typewritten set of maintenance and repair procedures. Also provide a written, one-year guarantee of the materials and installation after acceptance of the project. 3.8 GUARANTEE A. The Contractor shall guarantee the color finish system unconditionally for a period of one year against fading, cracking, spalling, blistering and excessive wear. END OF SECTION TENNIS COURTS 02790 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02811 BIDDER DESIGNED LANDSCAPE IRRIGATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Design submittal requirements. B. Rerouting of existing line off-site. C. Controller. D. Filtering System. E. Pumping Station. F. Power Panel. G. Materials. 1.2 RELATED SECTIONS A. Section 02222 - Excavating: Excavating and backfilling for irrigation piping. B. Section 02223 -Backfilling: Backfilling. C. Section 02923 - Landscape Grading. D. Section 02936 - Hydroseeding E. Section 02950 - Trees, Plants and Ground Cover F. Section 16100 - General Electrical Provisions. 1.3 REFERENCES A. ANSI/ASTM D2564 - Solvent Cement for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. B. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe. 1.4 SYSTEM DESCRIPTION A. The Work of this Section includes a new service connection to the Naches-Cowiche Irrigation District's pressurized main line at the existing gate valve north of the existing Kissel Well, including pumping station, filtration system and all other required equipment plus a complete bidder designed underground irrigation system including pipe, valves, controller, power panel, wiring, sprinkler heads and all other materials and equipment required for a complete and operating system. 1.5 SUBMITTALS BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Submit under provisions of Section 01300. B. Preconstruction Irrigation Layout Plan: Prepare a fully annotated, drawn to scale, underground irrigation layout plan clearly indicating all aspects of the proposed system. Provide details, schedules, calculations and data as necessary to fully illustrate the design and proposed installation. Resubmit as necessary until approved. Architect's approval does not relieve Contractor from the responsibility to comply with the specified coverage and other performance requirements. C. Product Data: Provide component and control system technical data, installation and operating instructions, including all specified and required accessories. D. Submit catalog "cut" sheets for all irrigation equipment for review prior to commencing with the work. 1.6 PROJECT RECORD DOCUMENTS A. Record actual locations of all concealed components, piping system, conduit and controller. 1.7 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Section 01700. B. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturer's parts catalog for the following: 1. Pumps 2. Filters 3. Pressure regulators 4. Automatic control valves 5. Sprinklers. 6. Controllers. C. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water. 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the products specified in this section with minimum 10 years documented experience. B. Installer: Company specializing in performing the work of this section with a record of successful landscape establishment. 1.9 REGULATORY REQUIREMENTS A. Conform to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Depaitiiient of Transportation and by the Washington State Chapter of the American Public Works Association. applicable code for piping and component requirements. 1.10 FIELD MEASUREMENTS BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Verify that field measurements are as indicated on contract drawings. 1.11 COORDINATION A. Coordinate the work with site backfilling, site grading and delivery of plant material. B. Verify that General Contractor has irrigation sleeves located as shown on site plan. PART 2- PRODUCTS 2.1 WATER INTAKE SYSTEM A. Service Connection: Provide a new service connection to the Naches-Cowiche Irrigation District's pressurized line at the existing gate valve located at the northeast corner of the site, just north of the Kissel Well. B. Intake System Design Criteria 1. Filtration: Provide and Arkal Galaxy 5 unot multi -spine disc filter system, 80 mesh with pressure actuated auto -flash system. 2. Pump: Cornell Model 4 HH, 60 HP 1800 RPM with 14" impellar @ 81% effciency operating @ 55 BHP. 3. Settling Tank and Drain Field: 1000 gallon "septic type" tank. Two lines of plastic infiltrators with crushed rock base, each line 24 feet long. 4. Provide automatic pressure sustaining, pressure reducing and quick acting pressure relief valves as appropriate to the system. Provide cut off switch protection to prevent pump operation if water flow is interrupted. 5. Mount filter system and pump on 4" unreinforced concrete pads. 2.2 IRRIGATION SYSTEM MATERIALS A. PVC Pipe: ASTM D1785, Schedule 40, pressure rated pipe in all areas; solvent welded sockets. B. Pipe Sleeves: ASTM D 1785, Schedule 40 PVC pipe. C.. Fittings: ASTM D 2266 socket fittings with ASTM D 2564 solvent cement. Provide threaded fittings and nipples for sprinkler swing joints and elsewhere as necessary to make connections for valves and devices. D. Solvent Cement: ANSI/ASTM D2564 for PVC pipe and fittings. 2.3 OUTLETS A. Sprinkler Heads: Manufacturer's standard units designed to provide uniform coverage over entire area of spray for each planting and landscaping area shown on drawings at available water pressure. Use appropriate heads for locations. Units shall be Hunter I-25 Series, stainless steel riser. B. A rubber cover kit is required where sprinklers occur in soccer fields. 2.4 VALVES BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Manufacturer's standard of type and size indicated and as follows: 1. Mueller stop and waste or equal. Provide Ametek valve box or equal. 2. Quick coupling valves for air blowout: Rainbird No, 3 or equal. 2.5 CONTROLLER A. Toro FX model (comparable Hunter product is acceptable). PART 3 - EXECUTION 3.1 IRRIGATION SYSTEM DESIGN A. Design Requirements: Contractor is responsible for design and provision of a complete operable system including all required components and accessories necessary to comply with specified requirements. Indicate basis of design on shop drawings submittals. Installer is responsible for determining applicable regulatory requirements and for designing and providing a system and components in compliance therewith. B. Coordination: Coordinate work of this section with work of all adjacent and affected trades, including all necessary sequencing and timing of installation. Coordinate closely with landscaping work and comply with applicable requirements of other Division 2 sections. C. Location of Heads: Contractor shall design, and clearly indicate on shop drawings, proposed locations and types of each sprinkler head. Make minor field adjustments as necessary to insure minimum specified coverages and to avoid obstructions. Arrange, locate and adjust heads to minimize spraying of pavement and other non -landscaping surfaces. D. Minimum Water Coverage: System and components shall be designed and installed to provide 100% double coverage. 3.2 EXAMINATION A. Verify site conditions. B. Verify location of existing utilities. C. Verify that required utilities are available, in proper location, and ready for use. 3.3 PREPARATION A. Layout and stake locations of system components. B. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 3.4 TRENCHING A. Trench in accordance with Section 02222. B. Trench Size: 1. Minimum Width: 6 inches. BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 2. Minimum Cover Over Installed Main -Line Piping: 24 inches. 3. Minimum Cover Over Installed Circuit Piping: 18 inches. 4. Minimum Cover Over Installed Outlet Piping: 18 inches. C. Trench to accommodate grade changes. D. Maintain trenches free of debris, material, or obstructions that may damage pipe. 3.5 INSTALLATION A. Install entire system including all components, with all accessories required for a complete and fully operational system in accordance with normal practices for first class commercial work. B. Set outlets and box covers at finish grade elevations. C. Provide for thermal movement of components in system. D. Install control wiring in accordance with applicable building codes. Provide 10 inch expansion coil at each valve to which controls are connected, and at 100 ft (30 m) intervals. Bury wire beside pipe. Mark valves with neoprene valve markers containing locking device. Set valve markers in Schedule 40 PVC pipe risers exiting from top of valve to finish grade. E. After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head of water. 3.6 FIELD QUALITY CONTROL A. Field observation of system pressure testing will be performed by Landscape Architect. B. Prior to backfilling, test system for leakage for whole system to maintain 70 psi of pressure for one hour. C. System is acceptable if no leakage or loss of pressure occurs during test period. 3.7 BACKFILLING A. Provide or use approved native soil with no rocks over 1 inch dia. sand cover over piping. Backfill trench and compact to subgrade elevation as specified in Section 02223. Protect piping from displacement and water settle all irrigation trenches. 3.8 ADJUSTING A. Adjust control system to achieve time cycles required B. Change or adjust head types for full water coverage as directed. 3.9 DEMONSTRATION A. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads. Use operation and maintenance material as basis for demonstration. BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.10 SCHEDULES A. Provide a complete set of "as -built" drawings showing pipe valves and head locations and sizes. B. Provide a schedule of all system components, name, type, manufacturer and quantities and local supplier. END OF SECTION BIDDER DESIGNED LANDSCAPE IRRIGATION 02811 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02831 CHAIN LINK FENCES AND GATES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Fence framework, fabric, and accessories. B. Privacy slats inserted in fence fabric. C. Manual swing gates and hardware.. 1.2 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Concrete anchorage for posts. 1.3 REFERENCES A. ANSI/ASTM A123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products. B. ANSI/ASTM F567 - Installation of Chain -Link Fence. C. ASTM A116 - Zinc -Coated (Galvanized) Steel Woven Wire Fence Fabric. D. ASTM A153 - Zinc Coating (Hot -Dip) on Iron and Steel Hardware. E. ASTM A392 - Zinc -Coated Steel Chain -Link Fence Fabric. F. Chain Link Fence Manufacturers Institute (CLFMI) - Product Manual. G. FS RR -F-191 - Fencing, Wire and Post Metal (and Gates, Chain Link Fence Fabric, and Accessories). 1.4 SYSTEM DESCRIPTION A. Fence Height: 6 feet and 10 feet high nominal. B. Line Post Spacing: At intervals not exceeding 10 feet. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. C. Product Data: Provide data on fabric, posts, accessories, fittings and hardware. D. Manufacturer's Installation Instructions: Indicate installation requirements , post foundation anchor bolt templates. CHAIN LINK FENCES AND GATES 02831 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.6 PROJECT RECORD DOCUMENTS A. Accurately record actual locations of property perimeter posts relative to property lines and easements. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with ANSI/ASTM F567. 1.8 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings PART 2 - PRODUCTS 2.1 MATERIALS AND COMPONENTS A. Matenals and Components: Conform to CLFMI Product Manual. B. Fabric Size: CLFMI Standard Industrial, Heavy Industrial service, 6 and 10 feet high. C. Intermediate Posts: Type II round. D. Terminal, Corner, Rail, Brace, and Gate Posts: Type II round. 2.2 COMPONENTS A. Line Posts: 2.375 inch outside diameter. B. Corner and Terminal Posts: 2.875 inch outside diameter at 10 foot high and 2.375 OD at 6 foot high. C. Top and Brace Rail: 1.75 inch outside diameter plain end, sleeve coupled. D. Gate Posts: 3.5 inch diameter. E. Gate Frame: 1.66 inch diameter for welded fittings fabrication. F. Fence Fabric: 2 inch interwoven wire, 9 gage thick, top salvage knuckle end, bottom salvage twisted and barbed. G. Tension Wire: 7 gage thick tempered steel, single strand. H. Tension Band: 1/16 inch thick steel. I. Tie Wire: 9 ga. aluminum alloy steel wire. 2.3 ACCESSORIES A. Caps: Cast steel galvanized sized to post diameter, set screw retainer. CHAIN LINK FENCES AND GATES 02831 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel galvanized. C. Privacy Slats: Vinyl strips sized to fit fabric weave, color - green. Slats to be installed entire length. D. Gate Hardware: Center gate stop and drop rod; two 180 degree gate hinges per leaf and hardware for padlock. 2.4 FINISHES A. Components and Fabric: Galvanized to ANSI/ASTM A123; 2.0 oz/sq ft coating. B. Hardware: Galvanized to ASTM A153, 2.0 oz/sq ft coating. PART 3 - EXECUTION 3.1 INSTALLATION A. Install framework, fabnc and accessories in accordance with manufacturer's instructions. B. Set all posts plumb, in concrete footings with top of footing 2 inches above finish grade. Slope top of concrete for water runoff. C. Line Post Footing Depth Below Finish Grade: ANSIIASTM F567. D. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: ANSIIASTM F567. E. Brace each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end. F. Provide top rail through hne post tops and splice with 6 inch long rail sleeves. G. Install center and bottom brace rail on corner gate leaves. H. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less. I. Install gate with fabnc to match fence. Install three hinges per leaf, latch, catches, drop bolt. J. Position bottom of fabric 1 inch above finished grade. K. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers. L. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. M. Install bottom tension wire stretched taut between terminal posts. N. Fasten woven wire fabric at top and bottom edge with tie wire at 6 inches on center. 3.2 ERECTION TOLERANCES CHAIN LINK FENCES AND GATES 02831 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Maximum Variation From Plumb: 1/4 inch. B. Maximum Offset From True Position: 1 inch. C. Components shall not infringe adjacent property lines. END OF SECTION CHAIN LINK FENCES AND GATES 02831 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02853 PARKING BUMPERS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Precast concrete parking bumpers and anchorage. 1.2 RELATED SECTIONS A. Section 02510 - Asphaltic Concrete Paving. 1.3 REFERENCES A. ANSI/ASTM C150 - Portland Cement. B. ANSI/ASTM C260 - Air -Entraining Admixtures for Concrete. C. ANSI/ASTM C330 - Lightweight Aggregates for Structural Concrete. D. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. E. ASTM C33 - Concrete Aggregates. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide unit configuration, dimensions. C. Samples: Submit two concrete bumper units, illustrating surface finish. 1.5 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with pavement placement. PART 2- PRODUCTS 2.1 CONCRETE BUMPERS A. Concrete and Reinforcement Materials: Specified in Section 03200 and 03300. 2.2 CONFIGURATION A. Nominal Size: 6 inches high, 8 inches wide, 6 feet long. B. Profile: Rectangular cross section with sloped vertical faces, square ends. 2.3 ACCESSORIES PARKING BUMPERS 02853 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Dowels: Steel, galvanized finish; 1/2 inch diameter, 18 inch long, pointed tip. B. Adhesive: Epoxy type. PART 3 - EXECUTION 3.1 INSTALLATION A. Install units without damage to shape or finish. Replace or repair damaged units. B. Install units in alignment with adjacent work. C. Fasten units in place with 2 dowels per umt bumper and a thin bed of adhesive. END OF SECTION PARKING BUMPERS 02853 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02923 LANDSCAPING GRADING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Final grade topsoil for finish landscaping. 1.2 RELATED SECTIONS A. Section 01025 - Measurement and Payment: Requirements applicable to unit prices for the work of this Section. B. Section 01400 - Quality Control Testing fill compaction. C. Section 02205 - Soil Materials. D. Section 02211 - Rough Grading: Site contouring. E. Section 02223 - Backfilling: Backfilling at building areas. F. Section 02225 - Trenching: Backfilling trenches. G. Section 02936 - Hydroseeding: Finish ground cover. 1.3 UNIT PRICE - MEASUREMENT AND PAYMENT A. Topsoil: By the cubic yard. Includes supplying imported topsoil materials if needed, stockpiling, prepanng and scarifying substrate surface, placing where required, and rolling. PART 2 - PRODUCTS 2.1 MATERIAL A. Topsoil: As specified in Section 02205. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify building and trench backfilling have been inspected. B. Verify substrate base has been contoured and compacted. 3.2 SUBSTRATE PREPARATION A. Eliminate uneven areas and low spots. B. Remove debris, roots, branches, stones, in excess of 1 inch in size. Remove subsoil contaminated with petroleum products. C. Scarify surface to depth of 6 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. 3.3 PLACING TOPSOIL A. Place topsoil in areas where seeding and planting is required to a nominal depth of 8 inches . LANDSCAPING FINE GRADING 02923 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Place topsoil during dry weather. B. Fine grade topsoil to eliminate rough or low areas. Maintain profiles and contour of subgrade. C. Remove roots, weeds, rocks, and foreign material while spreading. D. Manually spread topsoil close to structures and courts to prevent damage. E. Lightly compact placed topsoil. F. Remove surplus subsoil and topsoil from site. G. Leave stockpile area and site clean and raked, ready to receive landscaping. 3.4 TOLERANCES A. Top of Topsoil: Plus or minus 1/2 inch. 3.5 PROTECTION A. Protect landscaping and other features remaining as final work. B. Protect structures, fences, sidewalks, utilities, paving, and curbs. END OF SECTION LANDSCAPING FINE GRADING 02923 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 02936 HYDROSEEDING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Preparation of subsoil. B. Hydroseeding, mulching and fertilizer. C. Maintenance. 1.2 RELATED SECTIONS A. Section 02205 - Soil Materials: Topsoil material. B. Section 02223 - Backfilling: Rough grading of site. C. Section 02225 - Trenching: Rough grading over cut. D. Section 02742 - Landscape Irrigation. E. Section 02923 - Landscape Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this Section. 1.3 REFERENCES A. FS O -F-241 - Fertilizers, Mixed, Commercial. 1.4 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.5 MAINTENANCE DATA A. Submit under provisions of Section 01700. B. - Maintenance Data: Include maintenance instructions, cutting method and maximum grass height; types, application frequency, and recommended coverage of fertilizer. 1.6 QUALITY ASSURANCE A. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. 1.7 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. C. Deliver fertilized in waterproof bags showing weight, chemical analysis, and name of HYDROSEEDING 02936 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS manufacturer. 1.9 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate with installation of underground sprinkler system piping and watering heads. 1.10 MAINTENANCE SERVICE A. Maintain seeded areas immediately after placement until grass is well established and exhibits a vigorous growing condition for three cuttings. PART 2 - PRODUCTS 2.1 SEED MIXTURE A. Seed Mixture: 1. Kentucky Blue Grass: 50 percent. 2. Chewings Red Fescue Grass: 30 percent. 3. Perenniall Ryegrass: 20 percent. 2.2 SOIL MATERIALS A. Topsoil: As specified in Section 02205. 2.3 ACCESSORIES A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks are not acceptable. B. Fertilizer: Commercial -grade complete fertilizer ofneutral character, consisting of fast and slow release nitrogen, 50 percent denved from natural organic sources of urea -form, phosphorus, and potassium. C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. D. Erosion Fabric: Jute matting, open weave. E. Herbicide: EPA registered and approved of type recommended by manufacturer. F. Stakes: Softwood lumber, chisel pointed. G. String: Inorganic fiber. H. Edging: Plastic. 2.4 TESTS A. Provide analysis of topsoil fill under provisions of Section 01400. B. Analyze to ascertain percentage of nitrogen, phosphorus, potash, potassium, soluble salt content, organic matter content, and pH value. C. Submit minimum 10 oz sample of topsoil proposed. Forward sample to approved testing laboratory in sealed containers to prevent contamination. HYDROSEEDING 02936 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 3 EXECUTION 3.1 EXAMINATION A. Verify that prepared soil base and topsoil is ready to receive the work of this Section. 3.2 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. D. Mix thoroughly into upper 2 inches of topsoil. E. Lightly water to aid the dissipation of fertilizer. 3.3 HYDROSEEDING A. Apply seeded slurry with a hydraulic seeder at a rate of 1500 lbs per acre evenly in two intersecting directions. B. Do not hydroseed area in excess of that which can be mulched on same day. C. Immediately following seeding, apply mulch to a thickness of 1/8 inches. D. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. 3.4 SEED PROTECTION A. Identify seeded areas with stakes and string around area periphery. Set string height to 36 inches. Space stakes at 48 inches. B. Cover seeded slopes where grade is 4 inches per foot or greater with erosion fabric. Roll fabric onto slopes without stretching or pulling. C. Lay fabric smoothly on surface, bury top end of each section in 6 inch deep excavated topsoil trench. Provide 12 inch overlap of adjacent rolls. Backfill trench and rake smooth, level with adjacent soil. D. Secure outside edges and overlaps at 36 inch intervals with stakes. E. Lightly dress slopes with topsoil to ensure close contact between fabric and soil. F. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches. 3.5 MAINTENANCE A. Mow grass at regular intervals to maintain at a maximum height of 2-1/2 inches. Do not cut more than 1/3 of grass blade at any one mowing. B. Neatly trim edges and hand clip where necessary. C. Immediately remove clippings after mowing and trimming. D. Water to prevent grass and soil from drying out. HYDROSEEDING 02936 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS E. Roll surface to remove minor depressions or irregularities. F. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. G. Immediately reseed areas which show bare spots. H. Protect seeded areas with warning signs during maintenance period. END OF SECTION HYDROSEEDING 02936 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 03300 CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SECTION INCLUDES A. Cast -in-place concrete slabs -on -grade, footings, foundation walls, light pole bases, and thrust blocks. Includes initial and final curing of horizontal and vertical concrete surfaces. B. Reinforcing steel bars, wire fabric and accessories for cast -in-place concrete. C. Control contraction joint devices associated with concrete work. D. Expansion joints associated with concrete work. E. Vapor bamers. F. Formwork for cast -in place concrete, with shoring, bracing and anchorage, form accessories and form stripping. 1.2 RELATED SECTIONS A. Section 02207 - Aggregate Materials: Aggregates for Portland Cement Concrete. B. Section 02520 - Portland Cement Concrete Paving: Sidewalks, curbs and gutters. 1.3 REFERENCES A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials. B. ACI 301 - Structural Concrete for Buildings. C. ACI 306.1 - Standard Specification for Cold Weather Concreting. D. ACI 308.1 - Standard Specification for Curing Concrete. E. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. F. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. G. ANSI/AWS D1.4 - Structural Welding Code for Reinforcing Steel. H. ANSI/ASTM D994 - Preformed Expansion Joint Filler for Concrete (Bituminous Type). I. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. J. ASTM C33 - Concrete Aggregates. K. ASTM C171 - Sheet Materials for Curing Concrete. CAST -IN-PLACE CONCRETE 03300 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS L. ASTM C94 - Ready -Mixed Concrete. M. ASTM C150 - Portland Cement. N. ASTM C260 - Air Entraining Admixtures for Concrete. 0. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. P. ASTM C330 - Light Weight Aggregates For Structural Concrete. Q. ASTM C494 - Chemicals Admixtures for Concrete. R. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. S. ASTM E 1745 - Water Vapor Retarders Used in Contact with Earth under Concrete Slabs. T. AWS D12.1 - Welding Reinforcement Steel, Metal Inserts and Connections in Reinforced Concrete Construction. U. CRSI - Concrete Reinforcing Steel Institute - Manual of Practice. V. CRSI - Placing Reinforcing Bars. W. PS 1 - Construction and Industnal Plywood. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel and wire fabric, bending and cutting schedules, supporting and spacing devices. C. Product Data: Provide data on jomt devices and attachment accessories. D. Product Data: Provide data on curing compounds, film, compatibilities, and limitations. 1.5 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of embedded utilities and components which are concealed from view. 1.6 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. C. Conform to ACI 306.1 when concreting during cold weather. CAST -IN-PLACE CONCRETE 03300 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.7 QUALIFICATIONS A. Design formwork under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Washington. B. Design reinforcement under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Washington. C. Welders' Certificates: Submit under provisions of Section 01400 Manufacturer's Certificates, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months. 1.8 REGULATORY REQUIREMENTS A. Conform to Uniform Building Code for design, fabrication, erection and removal of formwork. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver void forms and installation instructions in manufacturer's packaging. C. Store off ground in ventilated and protected manner to prevent deterioration from moisture. 1.10 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate placement of formwork, formed openings, reinforcement and other Work. C. Coordinate the placement of j oint devices with erection of concrete formwork and placement of form accessories. PART 2 - PRODUCTS 2.1 WOOD FORM MATERIALS A. Plywood: Solid one side; sound undamaged sheets with clean, true edges. B. Lumber: Douglas Fir species; select grade; with grade stamp clearly visible. 2.2 FORMWORK ACCESSORIES A. Form Ties: Snap -off type, galvanized metal, adjustable length, cone type, free of defects that could leave holes larger than 1 inch in concrete surface. B. Form Release Agent: Colorless mineral oil which will not stain concrete, or absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. CAST -IN-PLACE CONCRETE 03300 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Corners: Chamfer, wood strip type; 3/4 x 3/4 inch size; maximum possible lengths. D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. 2.3 REINFORCEMENT A. Reinforcing Steel: ASTM A615, 40 ksi and 60 ksi yield grade per requirements of Structural Notes, Sheet S1.1; deformed billet steel bars, unfinished. B. Stirrup Steel: ANSUASTM A82, unfinished. C. Welded Steel Wire Fabric: ASTM A82 and ASTM A185; in flat sheets; unfinished. 2.4 ACCESSORY MATERIALS - REINFORCEMENT A. Tie Wire: Minimum 16 gage double annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement dunng concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. 2.5 FABRICATION - REINFORCEMENT A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice. B. Weld reinforcement in accordance with UBC Standard 19-2 and ANSI/AWS D1.4. C. Locate reinforcing splices not indicated on drawings, at point of minimum stress. 2.6 CONCRETE MATERIALS A. Cement: ASTM C150, Type IA - Air Entraining, non -air entrained at interior slabs -on - grade. B. Fine and Coarse Aggregates: ASTM C33 and as specified in Section 02207. C. Water: Clean and not detrimental to concrete. 2.7 ADMIXTURES A. Air Entrainment: ASTM C260. B. Fly Ash: ASTM C618 Class. 2.8 ACCESSORIES A. Vapor Barrier: 15 mil thick extruded polyolefin membrane, manufactured with ISO certified virgin resins; Stego Wrap by Stego Industries,(877) 223-4333, or approved equal. CAST -IN-PLACE CONCRETE 03300 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Non -Shrink Grout: Premixed compound consisting ofnon-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2.9 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler ASTM D994; Asphalt impregnated fiberboard or felt, 1/4 inch thick; tongue and groove profile. B. Expansion and Contraction Joint Devices: Resilient neoprene filler strip with a Shore A hardness of 35 to permit plus or minus 25 percent joint movement with full recovery; vinyl cover plate, of longest manufactured length at each location, recessed mounted. C. Sealant and Primer: As specified in Section 07900. 2.10 CONCRETE MIX A. Mix concrete in accordance with ACI 301. Deliver concrete in accordance with ASTM C94. B. Select aggregate proportions for light weight concrete in accordance with ACI 301. C. Provide concrete meeting the criteria indicated in the Structural Notes, Sheet S1.1. D. Use accelerating admixtures in cold weather only when approved by Architect/Engineer. Use of admixtures will not relax cold weather placement requirements. E. Add air entraining agent to normal weight concrete mix for work exposed to exterior. 2.6 MATERIALS - CURING COMPOUND A. Membrane Curing Compound: ASTM C309 Type 1, Class B styrene acrylic type, clear; Day -Chem Cure and Seal J-21 manufactured by Dayton Superior, or approved equal. B. Water: Potable, not detrimental to concrete. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. C. Verify requirements for concrete cover over reinforcement. D. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 EARTH FORMS CAST -IN-PLACE CONCRETE 03300 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Earth forms are not permitted. 3.3 ERECTION - FORMWORK A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over stressing by construction loads. C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. D. Align joints and make watertight. Keep form joints to a minimum. E. Obtain approval before framing openings in structural members which are not indicated on Drawings. F. Install void forms in accordance with manufacturer's recommendations. Protect forms from moisture or crushing. 3.4 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings which are effected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in passing through concrete work. B. Locate and set in place items which will be cast directly into concrete. C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other Work. D. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. E. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. F. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.6 FORM CLEANING CAST -IN-PLACE CONCRETE 03300 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. D. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter. 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 117. B. Camber slabs and beams 1/4 inch per 10 feet in accordance with ACI 301. 3.8 FIELD QUALITY CONTROL A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. B. Do not reuse wood formwork more than 2 times for concrete surfaces to be exposed to view. Do not patch formwork. 3.9 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. 3.10 PLACEMENT - REINFORCEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Maintain concrete cover around reinforcing as indicated in Structural Notes, Sheet S1.1. 3.11 PREPARATION - CONCRETE A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. CAST -IN-PLACE CONCRETE 03300 - 7 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 3.12 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints, and vapor barriers are not disturbed during concrete placement. C. Install vapor barrier under crushed rock subbase for slabs on grade. Lap joints minimum 6 inches and seal watertight by taping edges and ends. Use tape recommended by vapor barrier manufacturer. D. Repair vapor barrier damaged dunng placement of concrete reinforcing. Repair with vapor barrier material; lap over damaged areas minimum 6 inches and seal watertight. E. Separate slabs on grade from vertical surfaces with 3/4 inch thick joint filler. F. Install joint device anchors. Maintain correct position to allow joint cover to be flush with floor finish. G. Install joint covers in longest practical length, when adjacent construction activity is complete. H. Apply sealants in point devices in accordance with Section 07900. I. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. J. Place concrete continuously between predetermined expansion, control, and construction joints. K. Place floor slabs in continuous pour. Soft cut control joints per pattern indicated. Saw cut joints to be 1" minimum. L. Screed floors and slabs on grade. Finish surface tolerances to overall FF 35, overall FL 25; minimum local FF 21, minimum local FL 15; measured in accordance with ASTM 1155. 3.13 CONCRETE FINISHING A. Finish concrete floor surfaces in accordance with ACI 301. B. Steel trowel surfaces which are scheduled to be exposed. C. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/8 inch per foot nominal. 3.14 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. CAST -IN-PLACE CONCRETE 03300 - 8 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. Cure floor surfaces in accordance with ACI 308.1. D. Ponding: Maintain 100 percent coverage of water over floor slab areas continuously for 4 days. E. Spraying: Spray water over floor slab areas and maintain wet for 7 days. 3.15 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301, Section 01400 and Structural Notes, Sheet S1.1. B. Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. 3.16 PATCHING A. Allow Architect/Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Architect/Engineer upon discovery. C. Patch imperfections in accordance with ACI 301. 3.17 DEFECTIVE CONCRETE A. Defective `Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Architect/Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect/Engineer for each individual area. 3.18 EXECUTION - VERTICAL SURFACES A. Cure surfaces in accordance with ACI 308.1. B. Sack finish all vertical concrete surfaces exposed above grade. 3.19 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. CAST -IN-PLACE CONCRETE 03300 - 9 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Do not permit traffic over unprotected floor surface. END OF SECTION CAST -IN-PLACE CONCRETE 03300 - 10 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 04270 GLASS UNIT MASONRY PART 1 - GENERAL 1.1 SECTION INCLUDES A. Glass masonry units. B. Mortar bed and pointing mortar. C. Perimeter treatment. 1.2 RELATED SECTIONS A. Section 04340- Reinforced Masonry Unit: Adjacent construction including reinforcement, wall ties, flashing. mortar and grout. B. Section 07900 - Joint Sealers: Perimeter caulking and sealant tooled joints. 1.3 REFERENCES A. ASTM A123 - Zinc (Hot -Galvanized) Coatings of Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strips. B. ASTM C270 - Mortar for Unit Masonry. C. ASTM C780 - Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry. D. IMIAC - International Masonry Industry All -Weather Council: Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. E. IMIAC - International Masonry Industry All -Weather Council: Recommended Practices and Guide Specifications for Hot Weather Masonry Construction. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data for glass units and accessories. C. Samples: Submit one glass units illustrating size, color, and face pattern. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Accept glass units on site on pallets; inspect for damage. 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperature to minimum 40 degrees F degrees prior to, during, and 48 hours after completion of masonry work. B. Maintain materials and surrounding air temperature to maximum 90 degrees F prior to, during, and 48 hours after completion of masonry work. 1.7 FIELD MEASUREMENTS A. Venfy that field measurements are as indicated. GLASS UNIT MASONRY 04270 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2 - PRODUCTS 2.1 MANUFACTURERS - GLASS UNITS A. Pittsburgh Corning: Product Vistabrik. B. Substitutions: Under provisions of Section 01600. 2.2 GLASS UNITS A. Solid Glass Units: with joint key to assist mortar bond. 1. Nominal Size: 8 x 8x 3inch. 2. Color: Stipple finish 3. Visible Light Transmittance: 80 percent. 4. Sound Transmission Class: 53. 2.3 MORTAR A. Mortar: ASTM C270, Type S using the Proportion specification. B. Pointing Sealant: Acrylic type, as specified in Section 07900. 2.4 MORTAR MIXING A. Thoroughly mix mortar ingredients in accordance with ASTM C270 in quantities needed for immediate use. B. Do not use anti -freeze compounds to lower the freezing point of mortar. C. Use mortar within two hours after mixing at temperatures of 90 degrees F, or two -and -one-half hours at temperatures under 40 degrees F. PART 3 - EXECUTION 3.1 EXAMINATION A. Venfy that openings are ready to receive work. 3.2 PREPARATION A. Clean glass units of substances that may impair bond with mortar or sealant. B. Establish and protect lines, levels, and coursing. C. Protect elements surrounding the work of this section from damage or disfiguration. 3.3 INSTALLATION A. Erect glass units and accessories in accordance with manufacturer's instructions. B. Locate and secure perimeter metal chase. C. Coat surface under units with asphalt emulsion as a bond breaker, and allow to dry. D. Set panel anchors in mortar bed directly over coating. E. Provide full mortar joints. Furrowing not permitted. Remove excess mortar. GLASS UNIT MASONRY 04270 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS F. Maintain uniform joint width of 1/4 inch. G. Isolate panel from adjacent construction on sides and top with expansion strips concealed within perimeter trim. Keep expansion joint voids clear of mortar. H. Shore assembly until setting bed will maintain panel in position without movement. I. To accommodate pointing mortar, rake out joints 5/8 to 3/4 inch. J. Fill joints with pointing mortar. Pack into voids. Neatly tool surface to a concave profile. K. Remove excess mortar. 3.4 TOLERANCES A. Variation From Joint Width: Plus or minus 1/8 inch and minus 0 inches. B. Maximum Variation from Plane of Unit to Adjacent Unit: 1/32. C. Maximum Vanation of Panel from Plane: 1/8 inch. 3.5 CLEANING A. Clean work under provisions of 01700. B. Do not scratch or deface units. 3.6 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. END OF SECTION GLASS UNIT MASONRY 04270 - 3 CITY OF YAKIMA KISSEL PARK. SITE IMPROVEMENTS SECTION 04340 REINFORCED UNIT MASONRY SYSTEM PART 1 - GENERAL 1.1 SECTION INCLUDES A. Concrete masonry. B. Motar and grout.. C. Reinforcement, anchorage, and accessories. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Testing laboratory services. B. Section 04270 - Glass Unit Masonry: Glass masonry units used as windows. C. Section 07900 - Joint Sealers: Rod and sealant at expansion joints. 1.3 REFERENCES A. ACI 530 - Building Code Requirements for Masonry Structures. B. ACI 530.1 - Specifications For Masonry Structures. C. ASTM C90 - Load -Bearing Concrete Masonry Units. D. ASTM C144 - Aggregate for Masonry Mortar. E. ASTM C150 - Portland Cement. F. ASTM C207 - Hydrated Lime for Masonry Purposes. G. ASTM C270 - Mortar for Unit Masonry. H. ASTM C404 - Aggregates for Masonry Grout. I. ASTM C476 - Grout for Masonry. J. ASTM C1019 - Method of Sampling and Testing Grout. K. ASTM C1072 - Method for Measurement of Masonry Flexural Bond Strength. L. ASTM E447 - Test Methods for Compressive Strength of Masonry Prisms. M. ASTM E518 - Test Method for Flexural Bond Strength of Masonry. REINFORCED UNIT MASONRY SYSTEM 04340 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS N. IMIAC - International Masonry Industry All -Weather Council: Recommended Practices and Guide Specification for Cold Weather Masonry Construction. O. UL - Fire Resistance Directory. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate bars sizes, spacings, locations, reinforcement quantities, bending and cutting schedules, supporting and spacing devices for reinforcement, and accessories. C. Include design mix, indicate whether the Proportion or Property specification of ASTM C270 is to be used, required environmental conditions, and admixture limitations. D. Reports: Submit reports on mortar indicating conformance of mortar to property requirements of ASTM C270. E. Reports: Submit reports on grout indicating conformance of component grout materials to requirements of ASTM C476 and test and evaluation reports to ASTM C1019. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with ACI 530 and ACI 530.1. 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years experience. 1.7 REGULATORY REQUIREMENTS A. Conform to Uniform Building Code for fire rated masonry construction. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. 1.9 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperature to minimum 40 degrees F prior to, during, and 48 hours after completion of masonry work. B. Maintain matenals and surrounding air temperature to maximum 90 degrees F prior to, during, and 48 hours after completion of masonry work. PART 2 - PRODUCTS 2.1 CONCRETE MASONRY UNITS REINFORCED UNIT MASONRY SYSTEM 04340 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Hollow Load Bearing Block Units: ASTM C90-70, Grade N-1, Moisture Controlled; medium weight; and as follows: 1. Size and shape: Nominal modular size 8 x 16 x 8 inches. Provide special units for 90 degree corners, bond beams, and lintels. 2. Exposed Face: Broken face. 3. Color: Red. B. Hollow Load Bearing Block Units: ASTM C90-70, Grade N-1, Moisture Controlled; medium weight; and as follows: 1. Size and shape: Nominal modular size 8 x 16 x 8 inches. Provide special units for 90 degree corners, bond beams, and lintels. 2. Exposed Face: Smooth face. 3. Color: Red. C. Hollow Load Bearing Block Units: ASTM C90-70, Grade N-1, Moisture Controlled; medium weight; and as follows: 1. Size and shape: Nominal modular size 8 x 16 x 8 inches. Provide special units for 90 degree corners, bond beams, and lintels. 2. Exposed Face: Smooth face. 3. Color: Natural. D. Hollow Load Bearing Block Units: ASTM C90-70, Grade N-1, Moisture Controlled; medium weight; and as follows: 1. Size and shape: Nominal modular size 8 x 16 x 4inches. Provide special units for 90 degree corners, bond beams, and lintels. 2. Exposed Face: Smooth face. 3. Color: Natural. E. Hollow Load Bearing Block Units: ASTM C90-70, Grade N-1, Moisture Controlled; medium weight; and as follows: 1. Size and shape: Nominal modular size 6 x 16 x 8inches. Provide special units for 90 degree corners, bond beams, and lintels. 2. Exposed Face: Smooth face. 3. Color: Natural 2.2 REINFORCEMENT AND ANCHORAGE A. Single Wythe Joint Reinforcement: Truss type; 9 gauge, ASTM A82, Fy = 30,000 PSI, steel wire, hot dip galvanized to ASTM A641 Class 3 after fabrication. B. Reinforcing Steel: As specified in Section 03300 and Structural Notes. REINFORCED UNIT MASONRY SYSTEM 04340 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 2.3 MORTAR AND GROUT A. Portland Cement: ASTM C150, Type I, gray color. B. Mortar Aggregate: ASTM C144, standard masonry type. C. Hydrated Lime: ASTM C207, Type S. D. Grout Course Aggregate: Maximum 3/8 inch size. E. Grout Fine Aggregate: Sand. F. Water: Clean and potable. G. Grout Expanding Agent: Intrusion aid admixture; 4 oz. per sack of cement. 2.4 MORTAR MIXES A. Mortar For Engineered Masonry: ASTM C270, Type S using the Property specification. 2.6 MORTAR MIXING A. Thoroughly mix mortar ingredients in accordance with ASTM C270 in quantities needed for immediate use. B. Maintain sand uniformly damp immediately before the mixing process. C. Do not use anti -freeze compounds to lower the freezing point of mortar. D. If water is lost by evaporation, re -temper only within two hours of mixing. E. Use mortar within two hours after mixing at temperatures of 90 degrees F, or two -and -one-half hours at temperatures under 40 degrees F. 2.7 GROUT MIXES A. Bond Beams and Lintels: 2,000 psi strength at 28 days; 7-8 inches slump; mixed in accordance with ASTM C476 Course grout. B. Engineered Masonry: 2,000 psi strength at 28 days; 7-8 inches slump; mixed in accordance with ASTM C476 Course grout. 2.8 GROUT MIXING A. Thoroughly mix grout ingredients in quantities needed for immediate use in accordance with ASTM C476 Course grout. B. Add admixtures in accordance with manufacturer's instructions; mix uniformly. C. Do not use anti -freeze compounds to lower the freezing point of grout. 2.9 MIX TESTS REINFORCED UNIT MASONRY SYSTEM 04340 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Test mortar and grout in accordance with Section 01400. B. Testing of Mortar Mix: In accordance with ASTM C270. C. Testing of Grout Mix: In accordance with ASTM C1019 for compressive strength, slump. D. Mortar and Grout: As specified in Section 04100. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Verify items provided by other sections of work are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. D. Request inspection of spaces to be grouted. 3.2 PREPARATION A. Direct and coordinate placement of metal anchors supplied to other Sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. C. Plug clean-out holes with block masonry umts. Brace masonry for wet grout pressure. 3.3 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running bond. 2. Coursing: One unit and one mortar joint to equal 8 inches (4 inches at 4 inch high block courses). 3. Mortar Joints: Concave. 3.4 PLACING AND BONDING A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work. B. Lay hollow masonry units with face shell bedding on head and bed joints. REINFORCED UNIT MASONRY SYSTEM 04340 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. D. Remove excess mortar as Work progresses. E. Interlock intersections and external corners. F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unshipped edges. Prevent broken masonry umt corners or edges. H. Cut mortar joints flush where resilient base is scheduled. 3.5 REINFORCEMENT AND ANCHORAGE A. Install horizontal joint reinforcement 16 inches. B. Place masonry joint reinforcement in first and second honzontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place joint reinforcement continuous in first and second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. E. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. 3.6 GROUTED COMPONENTS A. Reinforce bond beams and grout as required by details on drawings. B. Place and consolidate grout fill without displacing reinforcing. C. Install mortar and grout to requirements of the specific masonry section. D. Work grout into masonry cores and cavities to eliminate voids. E. Do not install grout in lifts greater than 16 inches without consolidating grout by rodding. F. Do not displace reinforcement while placing grout. G. Remove excess mortar from grout spaces. 3.7 ENGINEERED MASONRY A. Lay masonry units with core cells vertically aligned clear of mortar and unobstructed. REINFORCED UNIT MASONRY SYSTEM 04340 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout spaces, bevel back and upward. Permit mortar to cure 7 days before placing grout. C. Reinforce masonry unit cores with reinforcement bars and grout as required by Structural Notes. D. Wet masonry unit surfaces in contact with grout just prior to grout placement. E. Grout spaces less than 2 inches in width with Fine grout using low lift grouting techniques. Grout spaces 2 orches or greater in width with Course grout using low lift grouting techniques. F. When grouting is stopped for more than one hour, terminate grout 1-1/2 inch below top of upper masonry unit to form a positive key for subsequent grout placement. G. Low Lift Grouting: Place first lift of grout to a height of 16 inches and rod for grout consolidation. Place subsequent lifts in 8 inch increments and rod for grout consolidation. 3.8 CONTROL AND EXPANSION JOINTS A. Do not continue horizontal joint reinforcement through control and expansion joints. B. Form control joint with a sheet building paper bond breaker fitted to one side of the hollow contour end of the block unit. Fill the resultant elliptical core with grout fill. Rake joint at exposed unit faces for placement of backer rod and sealant. C. Size control joint in accordance with Section 07900 for sealant performance. 3.9 TOLERANCES A. Maximum Variation From Unit to Adjacent Unit: 1/32 inch. B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more. C. Maximum Variation from Plumb: 1/4 inch. D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft. E. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft. 3.10 CUTTING AND FITTING A. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.11 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. REINFORCED UNIT MASONRY SYSTEM 04340 - 7 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Test and evaluate grout in accordance with ASTM C1019. C. Test mortar and masonry units to ASTM C1072, E447 and E518; test in conjunction with masonry unit sections specified. 3.12 CLEANING A. Clean work under provisions of 01700. B. Remove excess mortar and mortar smears as work progresses. C. Replace defective mortar. Match adjacent work. D. Clean soiled surfaces with cleaning solution. E. Use non-metallic tools in cleaning operations. 3.13 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Without damaging completed work, provide protective boards at exposed external corners which may be damaged by construction activities. END OF SECTION REINFORCED UNIT MASONRY SYSTEM 04340 - 8 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Structural steel framing members. B. Base plates. C. Grouting under base plates. 1.2 RELATED SECTIONS A. Section 06181 - Glue Laminated Structural Units: Glue laminated beams roof structure. 1.3 REFERENCES A. AISC - Code of Standard Practice - Manual of Steel Construction - Allowable Stress Design (ASD). B. ASTM A36/A36M - Structural Steel. C. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware. D. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners. E. ASTM A325 - High Strength Bolts for Structural Steel Joints. F. ASTM A490 - Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints. G. ASTM A563 - Carbon and Alloy Steel Nuts. H. AWS A2.4 - Symbols for Welding, Brazing, and Nondestructive Examination. I. AWS D1.1 - Structural Welding Code. J. SSPC (Steel Structures Painting Council) - Painting Manual. 1.4 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Shop Drawings: 1. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners. 2. Connections. 3. Indicate welded connections with AWS A2.0 welding symbols. Indicate net weld lengths. STRUCTURAL STEEL 05120 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.5 QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC Code of Standard Practice. B. Fabricator: Company specializing in performing the work of this section with minimum 5 years experience. C. Erector: Company specializing in performing the work of this section with minimum 5 years experience. D. Design connections not detailed on the Drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Washington. PART 2 - PRODUCTS 2.1 MATERIALS A. Structural Steel Members: ASTM A36/A36M. B. Structural Tubing: ASTM A501 C. Bolts, Nuts, and Washers: ASTM A325 high strength bolts (H.S.B.); ASTM A307 machme bolts (M.B.). ASTM A563 nuts. D. Anchor Bolts: ASTM A36. E. Welding Materials: AWS D1.1; type required for materials being welded. F. Grout: Non -shrink type, pre -mixed compound consisting ofnon-metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 7,000 psi at 28 days. G. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide. 2.2 FABRICATION A. Continuously seal joined members by continuous welds. Grind exposed welds smooth. B. Fabricate connections for bolt, nut, and washer connectors. C. Develop required camber for members. 2.3 FINISH A. Shop prime all structural steel members. Do not prime surfaces that will be field welded, in contact with concrete, or high strength bolted. PART 3 - EXECUTION STRUCTURAL STEEL 05120 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.1 EXAMINATION A. Section 01039 - Coordination and Meetings: Verification of existing conditions prior to beginning work. 3.2 ERECTION A. Allow for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. B. Field weld components indicated on shop drawings. C. Field connect members with threaded fasteners; torque to required resistance. D. Do not field cut or alter structural members without approval of Architect/Engineer. E. After erection, prime welds, abrasions, and surfaces not shop pnmed, except surfaces to be in contact with concrete. F. Grout under base plates. Trowel grouted surface smooth, splay neatly to 45 degrees. 3.3 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch. 3.4 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection, testing of bolt torquing and welds. END OF SECTION STRUCTURAL STEEL 05120 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Brackets and supports B. Perforated stainless steel vents and covers. C. Entrance gate. 1.2 RELATED SECTIONS A. Section 05120 - Structural Steel: B. Section 09900 - Painting: Paint finish. 1.3 REFERENCES A. ASTM A36 - Structural Steel. B. ASTM A53 - Hot -Dipped, Zinc -coated Welded and Seamless Steel Pipe. C. ASTM A153 - Zinc Coating (Hot -Dip) on Iron and Steel Hardware. D. ASTM A283 - Carbon Steel Plates, Shapes, and Bars. E. ASTM A307 - Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. F. ASTM A501 - Hot -Formed Welded and Seamless Carbon Steel Structural Tubing. G. ASTM E935 - Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings. H. ASTM E985 - Permanent Metal Railing Systems and Rails for Buildings. I. AWS A2.0 - Standard Welding Symbols. J. AWS D1.1 - Structural Welding Code. K. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual. 1.4 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. METAL FABRICATIONS 05500 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. PART 2 - PRODUCTS 2.1 MATERIALS - STEEL A. Steel Sections: ASTM A36. B. Pipe: ASTM A53, Grade B. C. Plates: ASTM A283. D. Bolts, Nuts, and Washers: ASTM A307. E. Welding Materials: AWS D1.1; type required for materials being welded. F. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide. 2.2 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Continuously seal joined members by continuous welds. D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.3 FABRICATION TOLERANCES A. Squareness: 1/8 inch maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16 inch. 2.4 FINISHES - STEEL A. Galvanize all steel items exposed to the weather to ASTM A123. Provide minimum 2.0 oz/sq. ft. galvanized coating. B. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. METAL FABRICATIONS 05500 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Do not prime surfaces in direct contact with concrete or where field welding is required. D. Prime paint items with one coat. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.2 PREPARATION A. Clean and strip primed steel items to bare metal and aluminum where site welding is required. 3.3 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components indicated on shop drawings. D. Perform field welding in accordance with AWS D1.1. E. Obtain approval prior to site cutting or making adjustments not scheduled. F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. 3.4 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch. C. Maximum Out -of -Position: 1/4 inch. 3.5 SCHEDULE A. Brackets and Supports: Beam saddles and hanger fabncated from steel plate material in sizes and shapes as indicated on the details. Counter top support fabricated form steel channel sections in sizes and lengths as shown on details. B. Perforated Stainless Steel Vents and Covers: 10 gauge stainless steel plates perforated with 5/8" square holes at 7/8" on center. No edge margin. See Drawings for plate sizes and installation locations. C. Entrance Gate: Premanufactured bent steel tube agncultural gate with radius corners, minimum of two horizontal equally spaced infill rails, diagonal tension cable, factory painted METAL FABRICATIONS 05500 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS green. Provide two 15' leaves. Mount on 4" OD galvanized fence posts with galvanized cleat type bolted gate hangers. Provide center hardware for padlock locking leaves together. END OF SECTION METAL FABRICATIONS 05500 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 06112 FRAMING AND SHEATHING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Sheathing - 5/8 inch thick. B. Dimensional lumber. C. LSL metal wrapped facia. 1.2 RELATED SECTIONS A. Section 06181 - Glued Laminated Structural Units. B. Section 06193 - Plated Connected Wood Trusses. 1.3 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. B. APA: American Plywood Association. C. AWPA (American Wood Preservers Association) C1 - All Timber Products Preservative Treatment by Pressure Process. D. NFPA: National Forest Products Association. E. WWPA: Western Wood Products Association. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. 2. Plywood Grading Agency: Certified by APA. B. In lieu of grade stamping exposed to view lumber and plywood, submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. PART 2 - PRODUCTS 2.1 LUMBER MATERIALS A. Lumber Grading Rules: WCLIB FRAMING AND SHEATHING 06112 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Species: Douglas Fir -Larch species. 2.2 SHEATHING MATERIALS A. Plywood Roof Sheathing: APA Rated Sheathing, Structural I; Exposure Durability 1; sanded. 2.3 LSL METAL WRAPPED FASCIA BOARD A. 1-1/4" X 8" Laminated Strand Lumber wrapped with 26 gauge galvanized sheet metal. Provide sheet metal wrapping without points. 2.4 ACCESSORIES A. Fasteners and Anchors: 1. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing. 2.5 FACTORY WOOD TREATMENT A. Wood Preservative (Pressure Treatment): AWPA Treatment C1 using water borne preservative with 0.25 percent retainage. PART 3 - EXECUTION 3.1 SHEATHING A. Secure sheathing perpendicular to framing members with ends staggered and sheet ends over firm bearing. Provide solid edge blocking between sheets. 3.2 SITE APPLIED WOOD TREATMENT A. Apply preservative treatment in accordance with manufacturer's instructions. B. Brush apply two coats of preservative treatment on wood in contact with cementitious materials, roofing and related metal flashings and as otherwise indicated on drawings. Treat site -sawn cuts. C. Allow preservative to dry prior to erecting members. 3.3 TOLERANCES A. Framing Members: 1/4 inch from true position, maximum. B. Surface Flatness of Floor: 1/4 inch in 10 feet maximum, and'/ inch maximum in 30 feet. END OF SECTION FRAMING AND SHEATHING 06112 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 06114 WOOD BLOCKING AND CURBING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Fire treated roof curbs and cants made from dimensional lumber. B. Tapered blocking. 1.2 RELATED SECTIONS A. Section 06112 - Framing and Sheathing. 1.3 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. B. APA: American Plywood Association. C. WWPA: Western Wood Products Association. PART 2 - PRODUCTS 2.1 MATERIALS A. Lumber Grading Rules: WWPA. B. Miscellaneous Framing: Stress Group D, pine, fir or larch species, 19 percent maximum moisture content. C. Plywood: APA Rated Sheathing, Grade C -D; Exposure Durability 2; unsanded. 2.2 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Hot -dipped galvanized for high humidity and treated wood locations, unfinished steel elsewhere. 2.3 FACTORY WOOD TREATMENT A. Fire retardant: AWPA Treatment C20, Exterior Type, chemically treated and pressure impregnated; capable of providing a maximum flame spread/smoke development rating of 25 / 50. WOOD BLOCKING AND CURBING 06114 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 3 - EXECUTION 3.1 FRAMING A. Set members level and plumb, in correct position. B. Place horizontal members flat, crown side up. C. Construct curb members of single pieces. D. Space framing and furring 16 inches o.c. E. Curb roof openings except where prefabncated alternating lapping side members. F. Coordinate curb installation with installation of roofing vapor retardant and parapet construction. 3.2 SHEATHING A. Secure sheathing to framing members with ends over firm bearing and staggered. curbs are provided. Form corners by decking and support of deck openings, END OF SECTION WOOD BLOCKING AND CURBING 06114 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTIO 06125 WOOD DECKING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Softwood lumber tongue and groove structural wood decking. 1.2 RELATED SECTIONS A. Section 06181 - Glued Laminated Structural Units. B. Section 06193 - Plated Connected Wood Trusses. C. Section 09900 - Painting: Field finishing. 1.3 REFERENCES A. AITC 112 (American Institute Timber Construction) - Standard for Tongue and Groove Heavy Timber Decking. B. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. C. NFPA: National Forest Products Association. D. WWPA: Western Wood Products Association. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate deck framing system, loads and cambers, bearing details, and framed openings. C. Product Data: Provide technical data on wood preservative materials, application instructions. D. Samples of Exposed To View Wood Deck: Submit two samples, 2 x 12 inch in size illustrating wood grain, stain, and finish. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. B. In lieu of grade stamping exposed to view lumber and plywood, submit manufacturer's certificate under provisions of Section 01400 that decking meet or exceed specified requirements 1.6 QUALITY ASSURANCE A. Perform Work in accordance with ANSI A190.1. 1.7 QUALIFICATIONS A. Design decking under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State of Washington. 1.8 DELIVERY, STORAGE, AND HANDLING WOOD DECKING 06125 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Protect glue laminated members in accordance with AITC requirements for bundle wrapped material. 1.9 FIELD MEASUREMENTS A. Venfy that field measurements are as indicated on shop drawings. PART 2 - PRODUCTS 2.1 MATERIALS A. Lumber Grading Rules: WWPA. B. Lumber Decking: 2 X 6 tongue and groove decking. 2.2 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Unfinished steel. B. Adhesive: APA AFG-01, waterproof, air cure type, cartridge dispensed. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that support framing is ready to receive decking. 3.2 PREPARATION A. Coordinate placement of support items. 3.3 INSTALLATION - LUMBER DECKING A. Install decking perpendicular to framing members, with ends staggered over firm bearing. Lay decking with tongue upward. B. Fit butt end deckjoints occurring between support members with metal splines to maintain tight, aligned joints. C. Secure with fasteners. Side spike planks together, through pre -drilled holes. 3.4 TOLERANCES A. Surface Flatness of Decking Without Load: 1/4 inch in 10 feet maximum, and 1/2 inch maximum in 30 feet. END OF SECTION WOOD DECKING 06125 - 2 CITY OF YAKIMA KISSEL PARK Sl'1'E IMPROVEMENTS SECTION 06181 GLUE LAMINATED STRUCTURAL UNITS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Glue laminated wood beams. B. Preservative treatment of wood. C. Steel hardware and attachment brackets. 1.2 RELATED SECTIONS A. Section 06112 - Framing and Sheathing: Roof sheathing and wall framing. B. Section 06125- Wood Decking: Roof decking. C. Section 06193 - Plate connected wood truss. 1.3 REFERENCES A. AITC (American Institute of Timber Construction). B. ALSC (American Lumber Standards Committee). C. ANSI A190.1 - Structural Glued Laminated Timber. D. ASTM A36/A36M - Structural Steel. E. ASTM A325 - High Strength Bolts for Structural Steel Joints. F. ASTM D2559 - Adhesives for Structural Laminated Wood Products for Use Under Exterior (Wet Use) Exposure Conditions. 1.4 DESIGN REQUIREMENTS A. Design and laminate members to AITC 117 Standard. 1.5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Shop Drawings: Indicate framing system, sizes and spacing of members, loads and cambers, bearing and anchor details, bridging and bracing, framed openings. C. Submit design calculations. GLUE LAMINATED STRUCTURAL UNITS 06181 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.6 QUALITY ASSURANCE A. Manufacturer/Fabricator: Company specializing in manufacture of glue laminated structural units with five years experience, and certified by AITC in accordance with ANSI A190.1. B. Design structural members under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Washington. C. Perform welding Work in accordance with AWS D1.1. 1.7 REGULATORY REQUIREMENTS A. Conform to Uniform Building Code for loads, seismic zoning, and other load criteria. 1.8 DELIVERY, STORAGE, AND PROTECTION A. Section 01600 - Material and Equipment: Transport, handle, store, and protect products. B. Protect members to AITC requirements for individually wrapped. C. Leave individual wrapping in place until finishing occurs. PART 2- PRODUCTS 2.1 MATERIALS A. Lumber: All members shall conform to the latest edition AITC 117 "Design Standard Specifications fo Structural Glued Laminated Timber of Softwood Species." Simple span beams, 24F -V4; continuous or cantilever beams 24F -V8. Compression member 3, tension member 3. B. Steel Connections and Brackets: ASTM A36/A36M weldable quality, prime components except where cast in concrete. C. Hardware: ASTM A325, structural quality steel, prime components except where cast in concrete. D. Anchor Bolts: ASTM A325 steel. E. Laminating Adhesive: AITC A190.1; Type, for wet condition of service. 2.2 FABRICATION A. Fabricate glue laminated structural members in accordance with AITC Industrial grade. B. Verify dimensions and site conditions prior to fabrication. C. Cut and fit members accurately to length to achieve tight joint fit. GLUE LAMINATED STRUCTURAL UNITS 06181 - 2 CITY OF YAKIMA KISSEL PARK S1'1'h IMPROVEMENTS D. Fabricate member with camber built in. E. Do not splice or join members in locations other than those indicated without permission. F. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth. G. After end trimming, seal with penetrating sealer in accordance with AITC requirements. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that supports are ready to receive units. B. Verify sufficient end bearing area. 3.2 PREPARATION A. Coordinate placement of bearing items. 3.3 ERECTION A. Lift members using protective straps to prevent visible damage. B. Set structural members level and plumb, in correct positions or sloped where indicated. C. Provide temporary bracing and anchorage to hold members in place until permanently secured. D. Fit members together accurately without trimming, cutting, or other unauthorized modification. E. Swab and seal the interior wood surfaces of field drilled holes in members with primer. 3.4 TOLERANCES A. Framing Members: 1/2 inch maximum from true position. END OF SECTION GLUE LAMINATED STRUCTURAL UNITS 06181 - 3 CITY OF YAKIMA KISSEL PARK ST1'h IMPROVEMENTS SECTION 06193 PLATE CONNECTED WOOD TRUSSES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Shop fabricated wood trusses for roof framing. B. Bridging, bracing, and anchorage. 1.2 RELATED SECTIONS A. Section 06112 - Framing and Sheathing. B. Section 06125- Wood Decking: Roof decking. C. Section 06181 - Glue Laminated Structural Units 1.3 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. B. ASTM A 167 - Stainless and Heat Resisting Chromium - Nickel Steel Plate, Sheet, and Strip. C. TPI (Truss Plate Institute) BWT-76 - Bracing Wood Trusses. D. TPI (Truss Plate Institute) HET -80 - Handling and Erecting Wood Trusses. E. TPI (Truss Plate Institute) TPI -85 - Metal Plate Connected Wood Trusses. F. TPI (Truss Plate Institute) QST -88 - Metal Plate Connected Wood Trusses. G. WWPA: Western Wood Products Association. 1.4 SYSTEM DESCRIPTION A. Design roof live and dead load: 30 lbs/sq ft minimum, with deflection limited to L/360 and as indicated on loading diagrams. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate sizes and spacing of trusses, loads and truss cambers and framed openings. Submit design calculations. C. Product Data: Provide truss configurations, bearing and anchor details and bridging and bracing. PLATE CONNECTED WOOD TRUSSES 06193 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.6 QUALITY ASSURANCE A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. B. Truss Design, Fabrication, and Installation: In accordance with Truss Plate Institute BWT-76, HET -80, including Supplement, TPI -85 including Supplement, QST -88. 1.7 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B. Design trusses under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State of Washington. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable code for loads, seismic zoning, other governing load criteria. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Handle and erect trusses in accordance with TPI HET -80. C. Store trusses in vertical position resting on bearing ends. 1.10 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. PART 2- PRODUCTS 2.1 MATERIALS A. Lumber Grading Rules: WWPA. B. Wood Members: Stress group, species, grade and size classification required to meet structural design criteria, 19 percent maximum and 7 percent minimum moisture content. Finger scarfing not permitted. C. Steel Connectors: ASTM A446 steel, Grade B, hot dip galvanized; die stamped with integral teeth. D. Truss Bridging: Type, size and spacing recommended by truss manufacturer. 2.3 ACCESSORIES PLATE CONNECTED WOOD TRUSSES 06193 - 2 CITY OF YAKIMA KISSEL PARK SHE IMPROVEMENTS A. Wood Blocking, Plating, Support Members and Framing for Openings: In accordance with Section 06114. B. Fasteners: Hot dip galvanized steel, type to suit application. C. Bearing Plates: Hot dip galvanized, steel. 2.4 FABRICATION A. Fabricate trusses to achieve structural requirements specified. B. Brace wood trusses in accordance with TPI BWT-76. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that supports and openings are ready to receive trusses. 3.2 PREPARATION A. Coordinate placement of bearing support items. 3.3 ERECTION A. Install trusses in accordance with manufacturer's instructions. B. Set members level and plumb, in correct position. C. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure plumb, and in true alignment until completion of erection and installation of permanent bracing. D. Do not field cut or alter structural members without approval of Architect/Engineer. E. Place headers and supports to frame openings required. F. Frame openings between trusses with lumber in accordance with Section 06114. G. Coordinate placement of sheathing with work of this section. H. After erection, touch-up galvanized surfaces with zinc primer. END OF SECTION PLATE CONNECTED WOOD TRUSSES 06193 - 3 CITY OF YAKIMA KISSEL PARK S1'1'h IMPROVEMENTS SECTION 07181 WATER REPELLENT COATING PART 1 GENERAL 1.1 SECTION INCLUDES A. Water repellent coating applied to exterior exposed masonry. 1.2 RELATED SECTIONS A. Section 04340 - Reinforced Unit Masonry: Masonry surfaces. B. Section 07900 - Joint Sealers. 1.3 REFERENCES A. FS SS -W -110C - Water Repellent, Colorless Silicone, Resin Base. 1.4 SYSTEM DESCRIPTION A. Applied coating to exhibit ability to permit 0 percent maximum moisture absorption in material being treated. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide details of product description, tests performed, limitations to coating, cautionary procedures required during application, and chemical properties including percentage of solids. C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring special attention. D. Shop Drawings. Indicate layout of graphics and color transitions 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B. Applicator: Company specializing in performing the work of this section approved by manufacturer. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Protect coating liquid from freezing. WATER REPELLENT COATING 07181 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not apply coating when ambient temperature is lower than 50 degrees F or higher than 100 degrees F. PART 2 - PRODUCTS 2.1 MANUFACTURERS - EXPOSED MASONRY PROTECTIVE COATING A. Enviroseal Double 7 Brick by Harris Specialty Chemicals, Inc., (800) 327-1570 B. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Water Repellent Solution: Clear, non -yellowing, deep penetrating type solution, VOC compliant. Shall not stain or discolor the masonry for the duration of the warranty period. The solids shall produce a mechanical and chemical interlocking bond with the substrate to the depth of penetration. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify joint sealants are installed and cured. B. Verify surfaces to be coated are dry, clean, and free of efflorescence, oil, or other matter detrimental to application of coating. 3.2 PREPARATION A. Delay work until concrete substrate is cured a minimum of 60 days and has achieved a minimum moisture content of 19%. B. Remove loose particles and foreign matter. C. Remove oil or foreign substance with a chemical solvent which will not affect coating. D. Scrub and rinse surfaces with water and let dry. 3.3 APPLICATION A. Apply coating in accordance with manufacturer's instructions. B. Apply manufacturer's slip sheet over concrete substrate. C. Apply manufacturer's fabric reinforced, waterproof, latex membrane. WATER REPELLENT COATING 07181 - 2 CITY OF YAKIMA KISSEL PARK S1'1'h IMPROVEMENTS D. Apply coating in accordance with manufacturer's instructions. 3.4 PROTECTION TO FINISHED AND ADJACENT WORK A. Protect adjacent surfaces not scheduled to receive coating. B. If applied to unscheduled surfaces, remove immediately by a method instructed by coating manufacturer. 3.5 SCHEDULES A. Apply to all masonry natural surfaces exposed to the weather, not scheduled to be painted. END OF SECTION WATER REPELLENT COATING 07181 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 07611 CUSTOM SHEET METAL ROOFING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Precoated steel roofing panels and associated integral flashings. 1.2 RELATED SECTIONS A. Section 06112- Framing and Sheathing: Plywood roof sheathing. B. Section 06125 - Wood Decking: Tongue and groove roof decking. 1.3 REFERENCES A. ASTM A361 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process for Roofing and Siding. B. NRCA (National Roofing Contractors Association) - Roofing Manual. C. SMACNA - Architectural Sheet Metal Manual - Fourth Edition. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details. C. Product Data: Provide data on metal types, finishes, and characteristics. D. Submit specified trade association installation instructions. 1.5 QUALITY ASSURANCE A. Perform work in accordance with SMACNA standard details and requirements. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Stack preformed material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. C. Prevent contact with materials which may cause discoloration or staining. 1.7 COORDINATION A. Coordinate work under provisions of Section 01039. 1.8 WARRANTY A. Provide two year warranty under provisions of Section 01700. B. Warranty: Include coverage for degradation of metal finish and integrity of fasteners. CUSTOM SHEET METAL ROOFING 07611 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2- PRODUCTS 2.1 FABRICATORS A. IMSA Building Products, Skyline Roofing. B. Substitutions: Under provisions of Section 01600. 2.2 SHEET MATERIALS A. Zinc -aluminum coated Steel: ASTM A361, Zincalume coatingsystem; 26 gage core steel, 16" wide panel coverage. 2.3 ACCESSORIES A. Fasteners: Galvanized steel with soft neoprene washers. B. Sealant: Butyl type. 2.4 SHOP FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Form pieces in single length sheets. C. Form material with 1 inch high interlocking standing seams at 16 inches on center, with 3 minor flutes in each panel. D. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. E. Fabricate flashings to allow toe to extend 5 5/8 inches over roofing. 2.5 FINISH A. DuraTech xl Coating System: Premium paint coating over Zincalume metallic surface treatment. Color as selected by Architect from manufacturer's standard colors. PART 3 - EXECUTION 3.1 EXAMINATION A. Inspect roof deck to verify deck is clean and smooth, free of depressions, waves, or projections, properly sloped to eaves. B. Verify deck is dry and free of snow or ice. 3.2 INSTALLATION A. Conform to drawing details on Sheet A5.1. B. Install according to manufacturer's instructions. C. Apply butyl sealant in sealant groove of return leg. D. Provide fascia trim as detailed. 3.3 PROTECTION OF FINISHED WORK CUSTOM SHEET METAL ROOFING 07611 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Protect finished Work under provisions of Section 01500. B. Do not permit traffic over unprotected roof surface. END OF SECTION CUSTOM SHEET METAL ROOFING 07611 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 07620 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SECTION INCLUDES 1. Miscellaneous flashing. 1.2 RELATED SECTIONS 1. Section 06114 - Wood Blocking and Curbing: Wood blocking. 2. Section 07611 - Custom Sheet Metal Roofing System: Metal roofing system. 3. Section 07900 - Joint Sealers. 1.3 REFERENCES 1. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process. 2. ASTM B32 - Solder Metal. 3. ASTM B486 - Paste Solder. 4. ASTM D4586 - Asphalt Roof Cement, Asbestos -Free. 5. FS O -F-506 - Flux, Soldering, Paste and Liquid. 6. NRCA (National Roofing Contractors Association) - Roofing Manual. 7. SMACNA - Architectural Sheet Metal Manual. 1.4 SUBMITTALS 1. Submit under provisions of Section 01300. 2. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details. 1.5 QUALITY ASSURANCE 1. Perform work in accordance with SMACNA and NRCA standard details and requirements. 1.6 QUALIFICATIONS 1. Fabricator and Installer: Company specializing in sheet metal flashing work with three years documented experience. 1.7 DELIVERY, STORAGE, AND HANDLING SHEET METAL FLASHING AND TRIM 07620 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1. Deliver, store, protect and handle products to site under provisions of Section 01600. 2. Stack prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. 3. Prevent contact with materials which may cause discoloration or staining. 1.8 COORDINATION 1. Coordinate work under provisions of Section 01039. PART 2- PRODUCTS 2.1 SHEET MATERIALS 1. Pre -coated Steel: ASTM A446, Grade A, Zincalume coating; 24 gage core steel, shop pre - coated with Dura Tech xl coating to match metal roofing. 2. Galvanized Steel: ASTM A446, Grade A, G90 zinc coating; core steel gage as indicated. 2.2 ACCESSORIES 1. Fasteners: Same material and finish as flashing metal , with soft neoprene washers. 2. Underlayment: FS L -P-512, 6 mil polyethylene. 3. Primer: Zinc chromate type. 4. Protective Backing Paint: Bituminous. 5. Sealant: Type specified in Section 07900. 6. Plastic Cement: ASTM D4586, Type II. 7. Solder: ASTM B32; 50/50 type. 8. Flux: FS O -F-506. 2.3 FABRICATION 1. Form sections true to shape, accurate in size, square, and free from distortion or defects. 2. Fabricate cleats of same material as sheet, interlockable with sheet. 3. Form pieces in longest possible lengths. 4. Hem exposed edges on underside 1 inch; miter and seam corners. 5. Form material with flat lock. SHEET METAL FLASHING AND TRIM 07620 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 6. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. 7. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. 2.4 FINISH 1. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil. PART 3 - EXECUTION 3.1 EXAMINATION 1. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets in place, and nailing strips located. 2. Verify roofing termination and base flashings are in place, sealed, and secure. 3.2 PREPARATION 1. Install starter and edge strips, and cleats before starting installation. 3.3 INSTALLATION 1. Conform to drawing details. 2. Insert flashings into reglets to form tight fit. Secure with screws and neoprene washers at 8 inches on center. 3. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. 4. Seal metal joints watertight. 3.4 FIELD QUALITY CONTROL 1. Field inspection will be performed under provisions of Section 01400. 2. Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements. 3.5 SCHEDULES 1. Provide the following fabrications in galvanized steel: 1. Precoated miscellaneous flashings: All exposed to view flashings to be coated with the same premium coating system as the metal roofing. SHEET METAL FLASHING AND TRIM 07620 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 2. Galvanized miscellaneous flashings: All non -exposed to view flashings to be galvanized steel in configurations as indicated on drawings. Gauges as indicated, or if not indicated 22 gauge. minimum. END OF SECTION SHEET METAL FLASHING AND TRIM 07620 - 4 CITY OF YAKIMA KISSEL PARK S1'1'h IMPROVEMENTS SECTION 07631 GUTTERS AND DOWNSPOUTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Precoated Zincalume coated steel gutters. 1.2 RELATED SECTIONS A. Section 07620 - Sheet Metal Flashing and Trim. B. Section 09900 - Painting: Field painting of metal surfaces not factory coated. 1.3 REFERENCES A. ASTM A36/A36M - Structural Steel. B. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods, locations, and installation details. 1.5 REGULATORY REQUIREMENTS A. Conform to Uniform Building Code code for size and method of rain water discharge. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. 1.7 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with downspout discharge pipe inlet. PART 2 - PRODUCTS 2.1 MATERIALS A. Pre -Coated Zincalume coated steel: ASTM A501, Grade A, zinc -aluminum surface treatment with Dura Tech xl premium coating system to match metal roofing finish. 2.2 COMPONENTS A. Gutters: SMACNA Semi -circular style profile. B. Accessories: Profiled to suit gutters. 2.3 ACCESSORIES A. Anchorage Devices: Type recommended by fabricator. B. Gutter Supports: Brackets. GUTTERS AND DOWNSPOUTS 07631 - 1 CITY OF YAKIIMIA KISSEL PARK SITE IMPROVEMENTS SECTION 07631 GUTTERS AND DOWNSPOUTS C. Fasteners: Galvanized steel with soft neoprene washers. Finish exposed fasteners same as flashing metal. D. Primer: Zinc chromate type. E. Protective Backing Paint: Zinc chromate alkyd. 2.4 FABRICATION A. Form gutters of profiles and size indicated. B. Fabricate with required connection pieces. C. Form sections square, true, and accurate in size, in maximum possible lengths, free of distortion or defects detrimental to appearance or performance. Allow for expansion at joints. D. Hem exposed edges of metal. E. Fabricate gutter accessories; seal watertight. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. 3.2 INSTALLATION A. Join lengths with formed seams sealed watertight. B. Slope gutters 1/8 inch per foot minimum. C. Seal metal joints watertight. END OF SECTION GUTTERS AND DOWNSPOUTS 07631 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 07900 JOINT SEALERS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Backer rod. B. Sealant. C. Epoxy sealant D. Compressible joint filler. 1.2 RELATED SECTIONS A. Section 04270 - Glass Unit Masonry: Sealant at perimeter of glass unit masonry. 1.3 REFERENCES A. ASTM C790 - Use of Latex Sealing Compounds. B. ASTM C804 - Use of Solvent -Release Type Sealants. C. ASTM C834 - Latex Sealing Compounds. D. ASTM C919 - Use of Sealants in Acoustical Applications. E. ASTM C920 - Elastomeric Joint Sealants. F. ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. G. ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell Foam). H. SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking Guide Specification. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, and color availability. C. Samples: Submit two samples, illustrating sealant colors for selection. D. Manufacturer's Installation Instructions: Indicate special procedures, surface preparation, perimeter conditions requiring special attention. JOINT SEALERS 07900 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.5 QUALITY ASSURANCE A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform acoustical sealant application work in accordance with ASTM C919. 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B. Applicator: Company specializing in performing the work of this section with minimum three years documented experience approved by manufacturer. 1.7 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.8 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with all sections referencing this section. 1.9 WARRANTY A. Provide five year warranty under provisions of Section 01700. B Warranty: Include coverage for installed sealants and accessories which fail to achieve air tight seal, water tight seal, and exhibit loss of adhesion or cohesion, or do not cure. PART 2 - PRODUCTS 2.1 SEALANTS A. Acrylic Emulsion Latex (Type A): ASTM C834, single component; color as selected. B. Polyurethane Sealant (Type B): ASTM C920, Grade NS, Class 25, Use Nt, M, A, 0, single component, chemical curing, non -staining, non-bleeding, non -sagging type; color as selected: CHEM -CALK 900, manufactured by Bostik; Dynatrol 1, manufactured by Percora Corporation; Sonolastic NP1, manufactured by Sonnoborn; Dymonic, manufactured by Tremco; Vulkem 116, manufactured by Mameco International, Inc. 1. Elongation Capability, 25 percent. 2. Service Temperature Range, -20 to 180 degrees F. C. Silicone Sealant (Type C): ASTM C920; single component, solvent curing, non -sagging, non -staining, fungus resistant, non-bleeding; color as selected: Dow Corning 786 Mildew JOINT SEALERS 07900 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Resistant, as manufactured by Dow Corning Corporation; Sanitary 1700, as manufactured by GE Silicones. 1. Elongation Capability, 25 percent. 2. Service Temperature Range, -65 to 180 degrees F. 3. Shore A Hardness Range, 15 to 35. D. Polysulfide Sealant (Type D): ASTM C920; two component, chemical curing, non -staining, non-bleeding, capable of continuous water immersion, non -sagging type; color as selected. 1. Elongation Capability 25 percent 2. Service Temperature Range -40 to 180 degrees F 3. Shore A Hardness Range 20 to 35 2.2 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Round, foam rod; oversized 30 to 50 percent larger than joint width; recommended by sealant manufacturer. D. Compressible Joint Filler: Open cell compressible foam, oversized 30 to 50 percent larger than joint width. E. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.2 PREPARATION A. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions. D. Protect elements surrounding the work of this section from damage or disfiguration. JOINT SEALERS 07900 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve 2:1 width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 of the joint width. D. Install bond breaker where joint backing is not used. E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. Tool joints concave. 3.4 CLEANING A. Clean work under provisions of 01700. B. Clean adjacent soiled surfaces. 3.5 PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. B. Protect sealants until cured. 3.6 SCHEDULE Location Type Color A. Interior non-moving joints, A To be selected including control joints in concrete slab -on -grade floors B. Exterior joints, door and window frames, etc., interior moving joints, exposed slab - on -grade control joints B To be selected C. Plumbing fixtures, perimeter C of mirrors To be selected D. Plumbing accessories D To be selected END OF SECTION JOINT SEALERS 07900 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 08111 STANDARD STEEL DOORS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Non -r ated, non -thermally insulated steel doors. 1.2 RELATED SECTIONS A. Section 08112 - Standard Steel Frames. B. Section 08700 - Door Hardware. C. Section 09900 - Painting: Field painting of doors. 1.3 REFERENCES A. ANSI/SDI-100 - Standard Steel Doors and Frames. B. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process. C. ASTM C236 - Test Method for Steady -State Thermal Performance of Building Assemblies by Means of a Guarded Hot -Box. D. Door Hardware Institute (DHI) - The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate door elevations, internal reinforcement, closure method, and cut-outs for glazing, and finish. C. Product Data: Indicate door configurations, location of cut-outs for hardware reinforcement. D. Manufacturer's Installation Instructions: Indicate special installation instructions. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Accept doors on site in manufacturer's packaging. Inspect for damage. C. Break seal on-site to permit ventilation. STANDARD STEEL DOORS 08111 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.9 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings or instructed by the manufacturer. 1.10 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with door opening construction, door frame and door hardware installation. PART 2 - PRODUCTS 2.1 DOOR MANUFACTURERS A. Amweld Building Products, Inc. B. Curries Co. C. Fenestra Corporation. D. North Central Supply. E. Steelcraft. F. Substitutions: Under provisions of Section 01600. 2.2 DOORS AND PANELS A. Exterior Doors (Non -rated): SDI -100 Grade II Model 1. 2.3 DOOR CONSTRUCTION A. Face: Steel sheet in accordance with: Exterior Door - 16 ga. B. Core: Exterior Door - polyurethane; 2.4 ACCESSORIES A. Removable Stops: Rolled steel channel shape, mitered corners; prepared for countersink style tamper proof screws. B. Primer: Zinc chromate type. 2.5 FABRICATION A. Astragals for Double Doors: Steel, T shaped, specifically for double doors. STANDARD STEEL DOORS 08111 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Fabricate doors with hardware reinforcement welded in place. C. Close top edge of exterior doors with flush end closure. Seal joints watertight. D. Undercut ' inch unless noted otherwise. 2.6 FINISH A. Steel Sheet: Galvanized at exterior doors to ASTM A525 G60. B. Primer: Baked. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. 3.2 INSTALLATION A. Install doors in accordance with ANSI/SDI-100 and DHI. B. Coordinate installation of doors with installation of frames specified in Section 08112 and hardware specified in Section 08700. 3.3 ERECTION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 3.4 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust door for smooth and balanced door movement. END OF SECTION STANDARD STEEL DOORS 08111 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 08112 STANDARD STEEL FRAMES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Non -rated steel frames. B. Masonry mortar fill of metal frames. 1.2 RELATED SECTIONS A. Section 08111 - Standard Steel Doors. B. Section 08700 - Door Hardware. C. Section 09900 - Painting: Field painting of frames. 1.3 REFERENCES A. ANSI/SDI-100 - Standard Steel Doors and Frames. B. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process. C. DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate frame elevations, reinforcement, and finish. C. Product Data: Indicate frame configuration, anchor types and spacings, location of cut-outs for hardware, reinforcement. D. Manufacturer's Installation Instructions: Indicate special installation instructions. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Accept frames on site in manufacturer's packaging. Inspect for damage. STANDARD STEEL FRAMES 08112 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.7 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings and instructed by the manufacturer. 1.8 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with frame opening construction, door and hardware installation. PART 2- PRODUCTS 2.1 FRAME MANUFACTURERS A. Amweld Building Products, Inc. B. Curries Co. C. Fenestra Corporation. D. North Central Supply. E. Steelcraft. F. Substitutions: Under provisions of Section 01600. 2.2 FRAMES A. Exterior Frames: 16 gage thick material, 1.5 thick material, base metal thickness. 2.3 ACCESSORIES A. Silencers: Resilient rubber, fitted into drilled hole. B. Bituminous Coating: Fibered asphalt emulsion. C. Primer: Zinc chromate type. D. Masonry Mortar Fill: Premix masonry mortar, Type S, using white color cement. 2.4 FABRICATION A. Fully weld all frames. B. Fabricate frames with hardware reinforcement plates welded in place. Provide mortar guard boxes. Provide 3/16 inch by 12 inch full frame width steel plate at hinge locations for butt reinforcement. STANDARD STEEL FRAMES 08112 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. D. Prepare frame for silencers. Provide three single silencers for single doors and mullions of double doors on strike side. Provide two single silencers on frame head at double doors without mullions. E. Fully grout all steel frames with masonry mortar fill. 2.5 FINISH A. Steel Sheet: Galvanized to ASTM A525 G60 A60 at exterior openings. B. Primer: Baked. C. Coat inside of frame profile with bituminous coating to a thickness of 1/16. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. 3.2 INSTALLATION A. Install frames in accordance with ANSI/SDI-100 and DHI. B. Coordinate with masonry and wallboard wall construction for anchor placement. C. Coordinate installation of glass and glazing. D. Coordinate installation of frames with installation of hardware specified in Section 08700 and doors in Section 08111 and 08211. E. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor. 3.3 ERECTION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edges, crossed corner to corner. END OF SECTION STANDARD STEEL FRAMES 08112 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 08700 FINISH HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Work under this section includes the complete fmish hardware requirements for the project. Quantities listed are for the Contractor's convenience only and are not guaranteed. Items not specifically mentioned, but necessary to complete the work shall be furnished, matching the items specified in quality and finish. B. Related Sections 1 Steel Doors - Section 08111 2. Steel Frames - Section 08112 13 REFERENCES A. Standards 1 ANSI/BHMA A156 18 - 1993 Materials and Finishes 2. Underwriters Laboratones - Building Materials Directory B. Codes 1. ICBO Uniform Building Code (UBC) Standard 7-2 1997 2. ADAAG - Amencans with Disabilities Act, "Accessibility Guidelines for Buildings and Facilities" 1.4 SUBMITTALS A. General Requirements All Submittals shall be in accordance with Section 01300, Submittals. B Product Data Submit Six (4) copies of manufacturer's data for each item of finish hardware C Hardware Schedule Submit Six (4) copies of a detailed Finish Hardware Schedule The submitted Finish Hardware Schedule shall indicate the complete designation of every item required for each door or opening. List each opening individually under separate headings m the same order as the Door Schedule Do not continue headings on separate pages. Each heading shall indicate opening location, handing, degree of opening, door size, type, Door and Frame material. Indicate product Manufacturer and incorporate cross-reference to symbols used in paragraph 2.13 Hardware Groups. Locations for all products, including miscellaneous items shall be included. A cross reference for any abbreviations or symbols used shall be included. Schedules in coded or honzontal format are unacceptable. Submittals not conforming to the these requirements will be returned without review, for re -submittal. The following is a FINISH HARDWARE 08700-1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS example of the required format: 1 Sgl. Door #125A - West Corridor 124 to Conference 125 LH 900 HW -1 3-0 x 7-0 x 1-3/4" x 20 Minute x Type B SC WD x HMF 3 Each Butts HA BB1279 US26D (652) 4 5 x 4.5 x 1/2MS 1 Lockset SC D7OPD Rhodes 626 x 2-3/4" Backset x 10-025 Strike 1 Door Closer NO 7500 -BF Alum. (689) x Hinge Face Mounted x SB 1 Kick Plate TI B4EKP - 10 x 34.5 - US32D ( 050) x CTSK 1 Wall Stop TR 1270CXCP US26D (626) 1 Set Smoke Gasket PE S88D - 17' per Set D Revisions The Finish Hardware Submittal shall be kept current throughout the protect duration. All revisions incorporated shall be submitted in accordance with the above requirements Submit only cover sheet and revised pages. All revisions shall clearly identify changes from previous submittal content. E Templates. Furnish hardware templates for each fabricator of doors, frames and other work to be factory prepared for the installation of hardware Upon request, check the shop drawings of such other work to confirm that provisions will be made for the proper installation of hardware F Key Schedule and Index. A Key Schedule and index shall be included in the Finish Hardware submittals indicating door number, heading, page number, and locking function of each Opening. After completion of the Key meeting indicated under Paragraph 2 12 C , submit Four (4) copies of a key schedule indicating the complete project key system for approval Obtain approval pnor to proceeding with lock portion of the project. J Operations and Maintenance Data. 1 Pnor to substantial completion, furmsh Four (4) Copies of Maintenance and Operations Manuals, furnished in a clearly marked, tabbed, 3 -ringed binder Manuals shall contain final copy of the Finish Hardware Submittal, Product Data, Templates, Key Schedule, Installation Instructions, Wiring Diagrams, and Warrantees 1 5 QUALITY ASSURANCE A Supplier Finish hardware shall be supplied by a recognized builders' hardware supplier who has been furnishing hardware in the same area as the project for a period of not less than five (5) years They shall be a factory direct, authorized, and stocking distributor of the Locksets and Door Closers. The supplier's organization shall include a Architectural Hardware Consultant, certified by the Door and Hardware Institute, who is available at all reasonable times during the course of the work to meet with the Owner, Architect or Contractor for project hardware consultation. Provide certification of compliance with these requirements prior to preparation of Finish Hardware Submittals B Source. Obtain each kind of Hardware (Butts, Locksets, Door Closers, etc) from only one manufacturer C Installer Finish hardware shall be installed only by experienced tradesmen in compliance with trade union jurisdictions, either at the door and frame fabrication plant or at the project site D Regulatory Requirements FINISH HARDWARE 08700 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1. Code Compliance: All fuush hardware shall comply with applicable local and/or state current building codes. All finish hardware shall meet the requirements of ADAAG-1992, and CABO/ANSI A117.1 - 1992, Accessible and Usable Building and Facilities. 2 Product Compliance: Provide only hardware which has been tested and listed by recognized testmg agency for the types and sizes of doors required, and which complies with the requirements of the door and door frame labels Provide Door Closers, Automatic self latching bolts, coordinators, gasketmg, and astragals if required to conform to label requirements. 1 6 PRODUCT HANDLING AND STORAGE A. Packaging: Each item or package is to be separately tagged with identification related to the final hardware schedule. Basic installation instructions shall be included in the packages. B. Storage. Provide a locked room at the jobsite for the storage of the hardware. 17 WARRANTY A. Finish hardware shall be guaranteed against defects in workmanship and operation for a period of one (1) year, backed by a factory guarantee of the hardware manufacturer The following products shall be guaranteed for penods beyond One (1) Year: 1. Exit Devices: Three (3) Years 2 Door Closers - Ten (10) Years 18 MAINTENANCE A. Funush the following extra materials, which shall be delivered directly to the Owner prior to substantial completion 1 Provide One (1) Set of Special Tools required for Installation and Adjustment PART 2 - PRODUCTS 21 MANUFACTURERS A. Products may be furnished by the Manufacturers as specified below, or equivalent products of type, grade, design and function. from Manufacturers listed as Acceptable substitutions Any requests for products not listed must be made in accordance with Section 01600, Product Substitutions, prior to bid. Product Butts Locksets Door Closers Weatherstrip & Thresholds 2 2 FINISHES As Specified Hager Best Norton Pemko A. Finish in general to be US26D Satin Chrome Plated, except. Acceptable Substitutions Bommer, McKinney, Stanley None Corbin/Russwin, LCN National Guard, Reese FINISH HARDWARE 08700 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1 Push Plates, Door Pulls, • US32D, Satin Stainless Steel 2 Door Closers Sprayed to match 3 Smoke Gasketing: As Selected. 4. Threshold, Weatherstrip & Door Bottoms As listed 2 3 BUTTS A. Quantity (per Leaf) 1 Door Openings up to 60" 2 Each 2 Door Openmgs 60 to 90" 3 Each 3 Doors Over 90 Furnish one(1) additional for each 30" increment or fraction thereof. B Sizes 1 1-3/4" Interior Doors up to and including 36" -- 4-1/2 x 4-1/2" 2 1-3/4" Intenor Doors over 36" -- 5 x 4-1/2" 3 Width of hinges shall be as require to clear projecting trim or other conditions to allow maximum degree of opening C All doors to have non -removable pins (NRP - Set Screw in Barrel) D Hinges shall have flat button tips F For unusual size or weight doors, furnish type, size and quantity recommended by the hinge manufacturer 2 4 LOCKSETS, CYLINDERS, PUSH AND PULLS A. Design. 1 Cylindrical Locksets and Latches Rhodes 2 Mortise Locksets and Latches 06B B Backset: 2-3/4" C Coordinate Location and Voltage Requirements for Electronic Hardware with Electrical Contractor D All locksets and latchsets shall be listed with Underwriters Laboratories for A label and lesser class doors E Provide knurled levers Hazardous locations (i.e Mechanical, Electrical Rooms) F Provide Curved Lip Strikes with adequate projection to protect door trim. Provide flat, flush lip strikes for pairs of doors with overlapping Astragals G Provide manufacturers standard wrought or plastic strike boxes 2 6 DOOR CLOSERS A Furnish drop plates where required. FINISH HARDWARE 08700 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B Provide special closer mounting as required where interference with weatherstrip or sound seals occur C Furnish Shoulder Through Bolts for all Wood Doors 2 8 STOPS AND HOLDERS A. Furnish Stop and Holders sized as recommended by Manufacturer. B Furnish Stop and Holders with Special Shims, Brackets, or Special Template Mounting where required. 212 KEYING A. All Keyed products (Locksets, Cylinders, Deadlocks, etc.) for this project shall be keyed to the existmg Best Grand Master Key System for the City of Yakima, Parks and Recreation Department. B The Finish Hardware Supplier shall meet with the Owner to prepare the permanent keying schedule C Stamp all Keys "Do not Duplicate" and with change designation as directed. D Furmsh. 1 Six (6) Master Keys per Set 2. Four (4) change keys per Lockset or Cylinder 3 Six (4) Construction Keys 2.13 HARDWARE GROUPS A. HW- 1 Door #101 6 ea 2 ea 1 ea 1 ea 1 ea 1 ea 1 ea 1 ea Hinges Surface Bolts Deadlock Latchset Threshold Sweep Gasketing Z -astragal B HW- 2 Doors #102 & #104 3 ea 1 ea 1 ea 1 ea 1 ea 1 ea Hinges Pull Plate Push Plate Deadlock Closer Stop/Holder FINISH HARDWARE TA2714 4.5x4.5 NRP UL453 8" LHR 83T 7S Stk RHR 93K ON 15D S3 270A 72" 18062CP 36" S88D 20' By Door Manufacturer 26D McKinney US2C Taco 26D Best 26D Best AL Pemko AL Pemko AL Pemko TA2714 4.5 x 4 5 NRP 26D 1010-2 (3.5" x 15") 32D 1001-2 (3 5" x 15") 32D 83T 7S Stk 26D 351-0 EN 1207 26D McKinney Trimco Trimco Best Sargent Trimco 08700 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1 ea Threshold 270A 36" AL Pemko 1 ea Sweep 18062CP 36" AL Pemko 1 ea Gasketmg S88D 17' Pemko C HW- 3 Door #103 3 ea Hinges TA 2714 4 5 x 4 5 NRP 26D McKinney 1 ea Deadlock 83T 7S Stk 26D Best 1 ea Latchset 93L OL 15D S3 26D Best 1 ea Threshold 270A 36" AL Pemko 1 ea Sweep 18062CP 36" AL Pemko 1 ea Gasketmg S88D 17' AL Pemko PART 3 - EXECUTION 31 PREPARATION A Examination. Examine Doors, Frames, and related items for conditions that would prevent the proper application of the Finish Hardware. Do not proceed until defects are corrected B Fasteners Check all conditions and use fastening devices as needed to securely anchor all hardware as per manufacturer's published templates Self -tapping sheet metal screws are not acceptable 3 2 INSTALLATION A Mounting Heights Mount units at heights as recommended in "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames (1990)" by Doors and Hardware Institute, except as indicated. Products not specifically cover by the above shall be installed in accordance with the manufacturers templates and instructions 1 Hinges a. Top Hinge 7-1/4", Top of frame rabbet to centerline of lunge b Bottom Hinge 12-1/4", Bottom of Frame to centerline of hinge c Intermediate Hinges Centered, equal spacing between top and bottom hinges 2 Lock Strikes 40", bottom of frame to centerline of Strike 3 Locate Deadlocks at 48", Bottom of Frame to Centerline of Cylinder B Install each hardware item in compliance with manufacturer's instructions 1 Wherever cutting and fitting are required to install hardware surfaces which will be painted or finished at a later time, install each item completely and then remove and store in a secure place After completion of the finishes, re -install each item. 2 Do not install surface -mounted items until finishes have been completed on the substrate. 3 Install Stop and Holders with non -removable, vandal -proof screws C Adjust and check each operating item of hardware and each door to insure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly 3 3 FINAL ADJUSTMENT FINISH HARDWARE 08700 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Wherever hardware installation is made more than one (1) month prior to acceptance or occupancy, make a final check and adjustment of all hardware items during the week prior to acceptance or occupancy. Clean and lubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. B After mechanical systems have been balanced, adjust Door Closers to comply with following CABO/ANSI A117 1 - 1992 Requirements. 1. With the door open 70 degrees, the door closer shall be adjusted so that the door will take at least three (3) seconds to move to a point where the leading edge of the door is three from latching. 2 The maximum force for pushing or pulling a door open shall be as follows (these forces do not apply to the force required to retract latch bolts or disengage other devices securing the door) a. Fire Doors The minimum opening force allowable by the appropriate administrative authonty b Exterior Doors: 8 5 lbf. c Interior Doors. 5 0 lbf. C Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes. END OF SECTION FINISH HARDWARE 08700 - 7 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Soffit Board. 1.2 RELATED SECTIONS A. Section 06193 - Plate Connected Wood Trusses: Roof framing. B. Section 09900 - Painting: Surface finish. 1.3 REFERENCES A. ASTM C36 - Gypsum Wallboard. B. ASTM C475 - Joint Treatment Materials for Gypsum Wallboard Construction. C. ASTM C630 - Water Resistant Gypsum Backing Board. D. ASTM C840 - Application and Finishing of Gypsum Board. E. ASTM C1002 - Steel Drill Screws for the Application of Gypsum Board. F. GA -201 - Gypsum Board for Walls and Ceilings. G. GA -216 - Recommended Specifications for the Application and Finishing of GypsumBoard. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on metal framing, gypsum board, joint tape. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with GA-201and GA -216. PART 2- PRODUCTS 2.1 MANUFACTURERS - GYPSUM BOARD SYSTEM A. United States Gypsum Co. B. Other acceptable manufacturers offering equivalent products. GYPSUM BOARD SYSTEMS 09260 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1. G -P Gypsum Corporation. 2. National Gypsum Company. C. Substitutions: Under provisions of Section 01600. 2.2 GYPSUM BOARD MATERIALS A. Soffit Board: Georgia-Pacific Dens -Glass Gold, 5/8" thick , or USG Exterior Ceiling Board, 5/8" thick weather and sag resistant board designed for exterior soffits with indirect weather exposure. Attach directly to the bottom of roof trusses. 2.3 ACCESSORIES A. Expansion Joint: ASTM C1047; 1/2 inch Vee -shaped vinyl extrusion with perforated flanges. B. Joint Materials: ASTM C475; GA 201 and GA 216; reinforcing tape, joint compound, adhesive, and water. C. Textured Finish Materials: Latex based texturing material, containing fine aggregate. D. Fasteners: ASTM C1002, Type S12 and GA -216. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings. 3.2 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA -201 and GA -216. B. Install soffit board by attaching directly to the bottom of roof trusses. Install blaocking between trusses where butt joints between sheet occur. Install soffit board with edges and ends occurring over firm bearing. C. Treat cut edges and holes in moisture resistant gypsum board with sealant. D. Place control joints consistent with lines of building spaces as indicated. 3.3 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. GYPSUM BOARD SYSTEMS 09260 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Tape joints and corners of cementitious backing board. 3.4 TEXTURE FINISH A. Roller apply finish texture coating in accordance with manufacturer's instructions. 3.5 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION GYPSUM BOARD SYSTEMS 09260 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 09900 PAINTING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Surface preparation and field application of paints and coatings. 1.2 RELATED SECTIONS A. Section 05500 - Metal Fabrications: Field painting of metal fabrications. B. Section 07620 - Sheet Metal Flashing and Trim: Field painting of exposed flashing and trim items not precoated. C. Section 08111 - Standard Steel Doors: Finishing steel doors. D. Section 08112 - Standard Steel Frames: Finishing of steel frames. E. Section 09260 - Gypsum Board System: Paint Finish. 1.3 REFERENCES A. Architectural Specifications Manual - Painting. B. ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. C. ASTM D2016 - Test Method for Moisture Content of Wood. D. AWWA (American Water Works Association) - C204 - Chlorinated Rubber -Alkyd Paint Systems for the Exterior of Above Ground Steel Water Piping. E. AWWA (American Water Works Association) - D 102 - Painting Steel Water Storage Tanks. F. NACE (National Association of Corrosion Engineers) - Industrial Maintenance Painting. G. NPCA (National Paint and Coatings Association) - Guide to U.S. Government Paint Specifications. H. PDCA (Painting and Decorating Contractors of America) - Painting - Architectural Specifications Manual. I. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual. 1.4 DESCRIPTION OF WORK A. Work includes painting and finishing of interior and exterior exposed items and surfaces throughout project; except as otherwise indicated. PAINTING 09900 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Surface preparation, priming and coats of paint specified are in addition to shop -priming and surface treatment specified under other sections of Work. C. Surfaces to be painted: Except where natural finish of material is specifically noted as a surface not to be painted, paint exposed surfaces whether or not colors are designated in schedules. Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. If color or finish is not designated, Architect will select these from standard colors or finished available. D. Exterior painting includes: 1. Painting of exterior doors and frames. 2. Miscellaneous exposed ferrous metals such as, but not limited to, ladders, pipe railings, sign posts, columns, etc. 3. Galvanized sheet metal copings, flashings and drip edges not factory finished as specified in Section 07620. 4. Staining of wood fascia. E. Interior painting includes: 1. Painting of ceiling. F. Following categories of work are not included as part of field applied finish work: 1. Pre -finished Items: Such items as, but not limited to, FRP toilet enclosures, finished plumbing fixtures and electrical equipment, including light fixtures, switchgear and distribution boxes. 2. Concealed Surfaces: Walls or ceilings in concealed areas and generally inaccessible areas, foundation spaces, furred areas, utility tunnels, pipe spaces, and duct shafts. 3. Finished Metal Surfaces: Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on all finishing products. C. Samples: Submit two samples on smooth faced heavy card stock, 6 x 8 inch in size illustrating selected colors and textures available for each color selected. D. Manufacturer's Instructions: Indicate special surface preparation procedures, substrate conditions requiring special attention. 1.6 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum 5 years documented experience. B. Applicator: Company specializing in performing the work of this section with minimum 5 years documented experience approved by manufacturer. PAINTING 09900 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. C. Container label to include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. D. Minimum Application Temperature for Varnish and Stain Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 80 ft candles measured mid -height at substrate surface. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Use only the approved paint products of the paint manufacturers listed in the Architectural Specification Manual, latest edition, Chapter 7 under the "Product List", or as approved by the Architect, or as otherwise specified herein. 2.2 MATERIALS A. Unless otherwise indicated, furnish scheduled products in accordance with Chapters 5, 6, and 7 of referenced Manual, including paint, varnish, stain, enamel, lacquer, fillers, and related products for prime, intermediate, and finish coats. B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, are to be of quality not less than required by Federal or State Specification Standards. C. Proprietary names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other manufacturers. PAINTING 09900 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS D. Color Pigments: Pure, non -fading, applicable typed to suit substrates and service indicated. E. Lead content, if any, is limited to contain not more than 0.06% lead, as lead metal based on the non-volatile (dry -film) of paint by weight. 2.3 FINISHES A. Refer to SCHEDULE at end of section for paint and stain system descriptions. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that surfaces are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. D. Test shop applied primer for compatibility with subsequent cover materials. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 3.2 PREPARATION A. Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Correct defects and clean surfaces which affect work of this section. Remove existing coatings that exhibit loose surface defects. C. Seal with shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri -sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton. F. Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime defects after repair. G. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. H. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand and power tool wire brushing or PAINTING 09900 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. J. Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. 3.3 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand wood and metal lightly between coats to achieve required finish. F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat. G. Allow applied coat to dry before next coat is applied. H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime concealed surfaces of interior and exterior woodwork with primer paint. J. Prime concealed surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. 3.4 CLEANING A. Clean work under provisions of 01700. B. Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.5 SCHEDULE A. Exterior Surfaces: The titles and code numbers used hereinafter refer to the Architectural Specification Manual, latest edition, unless otherwise indicated for types of surfaces, coating, grade, named products and their manufacturers. 1. Ferrous Metal: Ext 11-B, alkyd, semi -gloss, premium grade. 2. Galvanized (Zinc -Coated Metal): Ext. 13-B, alkyd, color and gloss as selected by Architect, premium grade. 3. Wood (Transparent Finish): Ext. 2-B, 2 coats stain, color and gloss as selected by Architect, custom grade. PAINTING 09900 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Interior Surfaces: See Room Finish Schedule, Door Schedule, and Relite Schedule for finish requirements of interior surfaces. Note that painting of door lite trim, door louvers, and door astragals is required. 1. Gypsum Wallboard Walls and Ceilings at Toilet Rooms: 100% acrylic Columbia Paint Acryshield or approved equal, semi -gloss sheen. END OF SECTION PAINTING 09900 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 10155 TOILET COMPARTMENTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Fiberglass reinforced plastic toilet compartments, floor mounted. 1.2 RELATED SECTIONS A. Section 10800 - Toilet and Bath Accessories. Toilet and bath accessories mounted to partition doors and panels. Coordination of reinforcement needed for mounting accessories. 1.3 REFERENCES A. ANSI A117.1 - Safety Standards for the Handicapped. B. ASTM A167 - Stainless and Heat Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of supports, and door swings. C. Product Data: Provide data on panel construction, hardware, and accessories. D. Submit manufacturer's standard color selector for selection of colors. E. Manufacturer's Installation Instructions: Indicate special procedures, and perimeter conditions requiring special attention. 1.5 REGULATORY REQUIREMENTS A. Conform to Chapter 51-20 WAC and ANSI A117.1 for access for the handicapped. 1.6 HELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. 1.7 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with placement of support framing and anchors in wall and ceiling. C. Coordinate locations of types of reinforcement needed for door and panel mounted accessories with supplier of Section 10800 Toilet and Batch accessories. TOILET COMPARTMENTS 10155 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2- PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Bobrick. B. General Partitions. C. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Reinforced Fiberglass Plastic: .030 textured fiberglass reinforced plastic bonded under pressure to medium density fiberboard core.. All edges bullnosed, machine radiused and coated with a hard poly edge. 1" total panel thickness. 2.3 ACCESSORIES A. Pilaster Shoe: Formed chromed steel with satin finish, 3 inch high, with adjustable screw jack. B. Head Rails: Hollow stainless steel tube, 1 x 1-5/8 inch size, with cast socket wall brackets. C. Attachments, Screws, and Bolts: Stainless steel; tamper proof type, heavy duty extruded aluminum brackets. D. Hardware: Chrome plated non-ferrous cast metal: 1. Full length hinges, spring loaded aluminum with concealed fasteners and cover. 2. Surface mounted aluminum slide latch. 3. Aluminum inswing stop and keeper. 4. Aluminum outswing stop and keeper. 5. Door pull for outswinging doors. 2.4 FABRICATION A. Fabricate partitions by pressure bonding textured fiberglass reinforced plastic shees to medium density fiberboard core. B. Doors and Panels: 1. Thickness: 1 inch 2. Door Width: 24 inch 3. Door Width for Handicapped Use: 36 inch, out -swinging. 4. Height: 58 inch C. Pilasters: 1-1/4 inch thick, of sizes required to suit cubicle width and spacing. D. Reinforcement: Provide reinforcing in doors and panels where required for mounting toilet accessories specified in Section 10800. Coordinate with toilet accessories supplier for location and reinforcement needed to mount accessories. 2.5 FINISHING TOILET COMPARTMENTS 10155 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Color: Allow for combination of two colors selected from manufacturer's standard color chart. B. Stainless Steel Surfaces: No. 4 finish. C. Exposed Steel Surfaces: Satin chrome plated. D. Non-ferrous Surfaces: Satin chrome plated. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify correct spacing of and between plumbing fixtures. C. Verify correct location of built-in framing, anchorage, and bracing. 3.2 INSTALLATION A. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions. B. Maintain 3/8 to 1/2 inch space between wall and panels and between wall and end pilasters. C. Attached panel brackets securely to walls using anchor devices. D. Attach panels and pilasters to brackets with tamper proof through bolts and nuts. Locate head rail joints at pilaster center lines. E. Anchor urinal screen panels to walls with two panel brackets and vertical upright consisting of pilaster rail stock and sockets anchored to floor and ceiling. F. Provide adjustment for floor variations with screw jack through steel saddles integral with pilaster. Conceal floor fastenings with pilaster shoes. G. Support pilasters from built-in framing using two adjustable hanging studs providing vertical leveling. Conceal ceiling fastenings with pilaster shoe. H. Equip each door with two hinges, one door latch, one coat hook and bumper; outswinging door with pull where shown on drawings. I. Install door strike and keeper with door bumper on each pilaster in alignment with door latch. J. Replace damaged materials with new materials. 3.3 ERECTION TOLERANCES A. Maximum Variation From True Position: 1/4 inch. TOILET COMPARTMENTS 10155 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Maximum Variation From Plumb: 1/8 inch. 3.4 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3/16 inch. C. Adjust hinges to position doors in partial opening position when unlatched. Return out swinging doors to closed position. D. Adjust adjacent components for consistency of line or plane. END OF SECTION TOILET COMPARTMENTS 10155 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 10400 IDENTIFYING DEVICES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Exterior and parking lot signs. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Paint materials and wall preparation. 1.3 SUBMITTALS A. Submit shop drawings listing sign styles, lettering and locations, and overall dimensions of each sign type. B. Submit two full size samples of interior signs illustrating sign type, style and color specified including method of attachment. C. Submit manufacturer's installation instructions under provisions of Section. D. Include installation template. 1.4 DELIVERY, STORAGE, AND HANDLING A. Package signs, labeled in name groups. B. Store adhesive tape at ambient room temperatures. 1.5 ENVIRONMENTAL REQUIREMENTS A. Do not install signs when ambient temperature is below 70 degrees F. Maintain this minimum during and after installation of signs. PART 2- PRODUCTS 2.1 PARKING LOT SIGNS A. Sign Types E1, E2 and E3: Custom manufactured 12 gauge stainless steel or other quality strong, non -corrosive material commonly used for exterior traffic signs. Provide one (1) 2" x 2" steel tube post per sign; length will vary according to sign mounting height; allow 1'-6" minimum below grade. Mount signs with stainless steel screws. Lettering to be Optima Semi -Bold, upper case. See Schedule of at the end of this Section for specific requirements. 2.2 EXTERIOR SIGNS A. Sign Types Al: 6" x 6" plaque signs made of melamine plastic laminate, 1/8 inch thick, with contrasting core color. The melamine shall be non -static, fire -retardant and self - IDENTIFYING DEVICES 10400 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS extinguishing. The plastic laminate will be impervious to most acids, alkali's, alcohol, solvents, abrasive, and boiling water. 1. Tactile characters shall be raised the required 1/32" from sign face. Glue on letters or etched backgrounds are not acceptable. 2. All text shall be accompanied by Grade 2 Braille provided by sign manufacturer. Braille will be either raised from the surface of the sign by sand carving or by applied stainless steel strips. Applied clear vinyl strips will not be accepted. 3. Letter form shall match True Type Font, Sans Serif FLF Bold, upper case. 4. Size of letters, numbers, and symbols shall be as follows: a) Lettering - 5/8". b) International Symbol for Men or Women - 3-1/2", engraved graphic process. c) Braille: Standard Grade 2 below copy. 5. International Symbol of Access: 2-1/2" x 2-1/2" white raised symbol. 6. Colors: Blue background with white lettering, symbols and characters. 7. Copy: See SCHEDULE at the end of this section. 8. Layout and Quantity: See SCHEDULE at the end of this section for location of each sign type. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts existing surfaces. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install interior signs 6 inches from door strike frame and 5 foot from floor to center of sign. C. Install interior signs after wall surfaces are finished. D. Install exterior signs in locations shown on Site Plan. E. Clean and polish. 3.3 SCHEDULE - PARKING LOT SIGNS IDENTIFYING DEVICES 10400 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS A. Sign El - One (1) required. 1. Size: 1'-0" x 1'-6". 2. White painted background. Provide a 6" wide x 6" high blue (painted or silkscreened) inset, centered, 3" from top. 3. Provide white silkscreened International Symbol of Accessibility on blue inset, size proportional to field size. 4. Provide 1-1/4" high copy, blue silkscreened below symbol inset, centered, as follows: ACCESSIBLE PARKING ENTRANCE B. Sign E2 - One (1) required. 1. Size: 1'-0" x 1'-6". 2. White painted background. Provide a 6" wide x 6" high blue (painted or silkscreened) inset, centered, 3" from top. 3. Provide white silkscreened International Symbol of Accessibility on blue inset, size proportional to field size. 4. Provide 1-1/4" high copy, blue silkscreened, above symbol inset, centered, on one line as follows: VAN ACCESSIBLE 5. Provide 1-1/4" high copy, blue silkscreened below symbol inset, on three lines, centered, as follows: STATE DISABLED PARKING PERMIT REQUIRED C. Sign E3 - Three (3) required. 1. Size: 1'-0" x 1'-6". 2. White painted background. Provide a 6" wide x 6" high blue (painted or silkscreened) inset, centered, 3" from top. 3. Provide white silkscreened International Symbol of Accessibility on blue inset, size proportional to field size. 4. Provide 1-1/4" high copy, blue silkscreened below symbol inset, on three lines, centered, as follows: STATE DISABLED PARKING PERMIT REQUIRED 3.4 SCHEDULE - EXTERIOR INFORMATION SIGNS A. Sign type Al: Includes International Symbols for Men, International Symbol of Accessibility, the word MEN, and corresponding Braille. 1. Provide one (1) sign adjacent to the door to the Mens Restroom. B. Sign type Al: Includes International Symbols for Women, International Symbol of Accessibility, the word WOMEN, and corresponding Braille. 1. Provide one (1) sign adjacent to the door to the Women's Restroom. END OF SECTION IDENTIFYING DEVICES 10400 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 10800 TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Grab bars. B. Paper towel dispenser. C. Toilet paper dispenser (single unit). D. Mirror Units. 1.2 REFERENCES A. ADA - Americans with Disabilities Act. B. ASTM A167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. C. ASTM A269 - Seamless and Welded Austenitic Stainless Steel Tubing for General Service. D. ASTM B456 - Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium. 1.3 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on accessories describing size, finish, details of function, attachment methods. C. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and special fasteners or tools required for installation. 1.4 REGULATORY REQUIREMENTS A. Conform to Chapter 51-20 WAC: Washington State Standards for Barrier Free Design. 1.5 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on product data. 1.6 COORDINATION A. Coordinate the work with the placement of internal wall reinforcement and reinforcement of toilet partitions to receive anchor attachments. TOILET AND BATH ACCESSORIES 10800 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 2 - PRODUCTS 2.1 MANUFACTURERS A. American Specialties Incorporated. B. Bobrick. 2.2 MATERIALS A. Stainless Steel Sheet: ASTM A167, Type 304. B. Tubing: ASTM A269, stainless steel. C. Adhesive: Contact type, waterproof. D. Fasteners, Screws, and Bolts: Hot dip galvanized, tamper -proof. E. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for component and substrate. 2.3 FABRICATION A. Weld and grind joints of fabricated components, smooth. B. Form exposed surfaces from single sheet of stock, free of joints. Form surfaces flat without distortion. Maintain surfaces without scratches or dents. C. Fabricate grab bars of tubing, free of visible joints, return to wall with end attachment flanges. Form bar with 1-1/2 inches clear of wall surface. Knurl grip surfaces. D. Shop assemble components and package complete with anchors and fittings. E. Provide steel anchor plates, adapters, and anchor components for installation. 2.4 KEYING A. Supply four keys for each accessory to Owner. B. Key all accessories. 2.5 FINISHES A. Chrome/Nickel Plating: ASTM B456, Type SC 2 satin finish. B. Stainless Steel: No. 4 satin luster finish or bright polish as indicated. C. Back paint components where contact is made with building finishes to prevent electrolysis. PART 3 - EXECUTION TOILET AND BATH ACCESSORIES 10800 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS 3.1 EXAMINATION A. Verify that site conditions are ready to receive work and dimensions are as indicated on contract drawings and manufacturer's product data. B. Verify exact location of accessories for installation. 3.2 PREPARATION A. Deliver inserts and rough -in frames to site for timely installation. B. Provide templates and rough -in measurements as required. 3.3 INSTALLATION A. Install accessories in accordance with manufacturers' instructions WAC 51-20. B. Install plumb and level, securely and rigidly anchored to substrate. 3.4 SCHEDULE A. Items on the following list are to be provided and installed by the Contractor. See drawings for quantities and locations. 1. Grab Bar: ASI No. 163 for rear wall of accessible stalls and No. 169 for side wall of accessible stalls. 18 gauge tubing and flanges, type 304 stainless steel with sating finish. All welded construction. 2. Paper Towel Dispenser Unit: ASI Model No. 8522; surface mounted roll towel dispenser. Provide one (1) in each restroom. 3. Post Type Surface Mounted Toilet Paper Holder: ASI Model No. 111. Type 304 , 18 gauge stainless steel, 1-1/4" OD post with satin finish. 3" diameter flange with three countersunk mounting holes. Provide one (1) at each toilet compartment. 4. Mirrors: ASI No. 8251 Frameless Stainless Steel Mirror. 20 gauge 430 bright annealed stainless steel with 1/4" return, with 1/4" concealed tempered hardboard backing and 4 mounting holes. Provide 18" x 36" mirror over each sink. END OF SECTION TOILET AND BATH ACCESSORIES 10800 - 3 CITY OF YAKIMA KISSEL PARK S1'l'b IMPROVEMENTS SECTION 11400 FOOD SERVICE EQUIPMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Food service equipment, as indicated on drawings. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section. B. Refer to Division 15 sections for required drain traps, atmospheric vents, valves, pipes and pipe fittings, and other materials necessary to complete mechanical connection of food service equipment. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specifications Sections. B. Shop drawings: Submit dimensioned fabrication drawings for custom fabricated equipment including plans, elevations and sections showing materials, gauges used, finishes, construction methods and identification of hardware and fittings. These shop drawings must be submitted and approved before fabrication of the custom equipment is commenced. C. As -built drawings: At the completion of the project, revise all drawings and documents as necessary to reflect any as -built revisions. 1.5QUALITY ASSURANCE A. Manufacturers' qualifications: firms regularly engaged in manufacturer of food service equipment of types, capacities and sizes required, whose products have been in satisfactory use in similar service for not less than 5 projects. B. All work in this section shall be performed by competent tradesmen, using adequate plant facilities and good trade practices, to maintain the intent of the drawings and specifications. C. As the rough -in data shown on the drawings is determined by the equipment specified, it must be clearly understood by the bidder that any changes to the electrical, plumbing, mechanical, or building which are made necessary by a substitution of equipment are the responsibility of the successful bidder. The Owner should in no way be obligated to pay for or be held liable for any changes which are incurred thusly. D. Codes and Standards FOOD SERVICE EQUIPMENT 11400 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS NSF Standards: Each piece of equipment must comply with applicable National Sanitation Foundation (NSF) standards and recommended criteria unless otherwise stated. Provide each principal item of food service equipment with a NSF "Seal of Approval". NFPA Codes: Install food service equipment in accordance with the following National Fire Protection Codes: 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver food service equipment in containers designed to protect equipment and finish until final installation. Make arrangements to receive equipment at project site or to hold in warehouse until delivery can be made to job site. B. Store food service equipment in original containers and in location to provide adequate protection to equipment while not interfering with other construction operations. C. Handle food service equipment carefully to avoid damage to components, enclosures and finish. Do not install damaged food service equipment; replace and return damaged components to equipment manufacturer. 1.7 PROJECT CONDITIONS A. General: Take field measurements to assure accurate fit of buyout and fabricated equipment. C. The data shown on the drawings is as correct as possible. Locations of rough -in requirements must be determined by the site measurements during roughing -in while building construction is in progress. The final job site measurements shall take precedence over dimensions shown on the drawings. 1.8 WARRANTY A. All products must carry the standard warranties from their specific manufacturers' for parts and repair labor beginning on the date of Substantial Completion, unless noted otherwise. B. Special project warranty: Provide written warranty, signed by manufacturer, agreeing to replace/repair, within warranty period, refrigeration compressors with inadequate and defective materials and workmanship, including leakage, breakage, improper assembly, or failure to perform as required, provided manufacturer's instructions for handling, installing, protecting, and maintaining units have been adhered to during warranty period. Warranty period: 5 years from date of Substantial Completion. D. These warranties shall be in addition to, and not a limitation of, the rights the Owner may have against the General Contractor under the Contract Documents. E. All fabricated items must carry a one year guarantee on parts and repair labor. PART 2 - PRODUCTS 2.1 MATERIALS FOOD SERVICE EQUIPMENT 11400 - 2 CITY OF YAKIMA KISSEL PARK Sim IMPROVEMENTS A. Stainless steel: ASTM Type 304. Provide non magnetic sheets, free of buckles, waves, and surface imperfections. Provide No. 4 polished finish for exposed surfaces. All welds shall be ground smooth and polished to a No. 4 finish. 18 gauge or heavier stainless steel to be welded. B. Stainless steel tubing: ASTM A554, Type 304 with No. 4 polished finish. C. Galvanized sheetmetal: ASTM A526, except ASTM A527 for extensive forming: ASTM A525, G90 zinc coating, chemical treatment. D. Sheetmetal: ASTM A569 hot -rolled carbon steel. E. Aluminum: ASTM B209 sheet and plate, ASTM B221 extrusions, 0.40 mil clear anodized finish where exposed unless otherwise stated. G. Sealants: ASTM C 920; Type S, Grade NS, Class 25, Use NT. Provide sealant that when fully cured and washed meets requirements of Food and Drug Administration Regulation 21 CFR 177.2600 for use in areas where it comes in contact with food. Appropriate caulk/sealant colors: Silver - stainless steel White or beige - FRP wall surface contact Clear - joints between steel and wood; steel and plastic laminate. Backer rod: Closed -cell polyethylene rod stock, larger than joint width. H. Gaskets: Solid or hollow (not cellular) neoprene or PVC; light gray, minimum 40 Shore A hardness, self-adhesive or prepared for either adhesive application or mechanical anchorage. 2.2 EQUIPMENT A. See itemized equipment list for this project at the end of this section. B. All items of equipment shall be new and of the latest model at the time of delivery. 2.3 FABRICATION OF CUSTOM EQUIPMENT A. Tops: Stainless steel tops shall be fabricated of single thickness material as here lighter than 16 gauge stainless steel, suitably reinforced with welded or separate supporting members for anchoring to bases or supporting frames, except where otherwise specified. Tops to have integrally formed splashes as required, nosings, and /or raised rims as detailed and specified, with all corners welded. B. All sharp edges shall be 'avoided, and shall be deburred, filed, or otherwise made smooth. C. Metal openings and rims such as top openings for pipes shall be fitted with minimum 1/2" high raised water -tight ferrules or fittings to prevent seepage. D. Plumbing and electrical connections: all plumbing and electrical connections and trim are to be provided and installed by the plumbing or electrical contractor. FOOD SERVICE EQUIPMENT 11400 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS PART 3- EXECUTION 3.1 INSPECTION A. All work in this section shall be performed by competent tradesmen, using adequate plant facilities and good trade practices, to maintain the intent of the drawings and specifications. B. Examine the work of other trades for defect ands/or shortcomings which might affect the proper installation of this equipment. If such conditions are found the Architect must be notified at once, and a written copy mailed to both. 3.2 INSTALLATION A. General: Set each item of non mobile and non portable equipment securely in place, level and adjust to correct height. Anchor to supporting substrate where indicated and where required for sustained operation and use without shifting or dislocation. Conceal anchorages where possible. Adjust countertops and other work surfaces to level tolerance of 1/16" maximum offset, and maximum variation from level or indicated slope of 1/16" per foot. Where indicated or required for safety of equipment operator, anchor equipment to counter top, floor or wall. Where equipment is indicated to be anchored to floor, provide legs with adjustable flanged foot. Install 2 anchors on each foot. B. Field joints: Complete field -assembly joints in work (joints that cannot be completed in manufacturing shop) by welding, bolting and gasketing, or similar methods as indicated. Grind welds smooth and restore finish. Set or trim gaskets flush, except for "T" gaskets as indicated. C. Closure plates and strips: Install where required, with joints coordinated with units of equipment. D. Cutouts: Provide cutouts in food service equipment where required to run plumbing, electric, gas, or steam lines through equipment items for final connections. E. Sealants and gaskets: Install all around each unit to make joints airtight, watertight, vermin - proof, and sanitary for cleaning purposes. In general, make sealed joints not less than 1/8" wide, and stuff backer rod to shape sealant bead properly, at 1/4" depth. Shape exposed surfaces of sealant slightly concave, with edges flush with faces of materials at joint. At internal corner joints, apply sealant or gaskets to form a sanitary cove, of not less than 3/8" radius. Provide sealant -filled or gasketed joints up to 3/4" joint width; metal closure strips for wider joints, with sealant application each side of strips. Anchor gaskets mechanically or with adhesives to prevent displacement. F. The equipment supplied under this section, both manufactured and purchased, will be uncrated and set-in place, and resultant waste materials will be disposed of, at no cost to the owner. 3.4 CLEANING A. After completion of installation and other major work in food device areas, remove protective coverings, if any, and clean food service equipment, internally and externally. Restore exposed and semiexposed finishes to remove abrasions and other damages; polish exposed metal surfaces and touch-up painted surfaces. Replace work that cannot be successfully restored. FOOD SERVICE EQUIPMENT 11400 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS Prior to the date of Substantial Completion on food service equipment work, buff exposed stainless steel finishes lightly using a power buffer and polishing rouge or grit of No. 400 or finer. B. Final cleaning: After testing and start-up, and before time of Substantial Completion, clean and sanitize food service equipment, and leave in condition ready for use in food service. END OF SECTION FOOD SERVICE EQUIPMENT 11400 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 11480 ATHLETIC EQUIPMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Playground Basketball System. 1.2 RELATED SECTIONS A. Section 02510 - Asphalt Concrete Paving: Court surface. B. Section 02790 - Tennis Courts: Court surfacing. 1.3 ITEM DESCRIPTION A. Gooseneck pole, fan -shaped backboard and double rim goal. Coordinate installation of pole with installation of asphalt concrete surface and tennis court finish surfacing. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. • Shop Drawings: Indicate overall dimensions, mounting heights, required clearances and attachment details. C. Product Data: Provide data indicating physical and dimensional characteristics. 1.5 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. 1.6 WARRANTY A. Provide limited lifetime warranty under provisions of Section 01700. B. Warranty: Limited lifetime warranty covering replacement of backboard if breakage occurs as the result of normal basketball play including slam-dunking. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Bison B. Cassidy Manufacturing. ATHLETIC EQUIPMENT 11480 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS C. Porter Athletic Equipment Company. D. Substitutions: Under provisions of Section 01600. 2.2 SYSTEM COMPONENTS A. Pole: 4-1/2" OD RS40 flowcoated tubing. Allow for 48" o be buried and a 48" extension. Two 1-5/8" braces shall support the top of the backboard and connect directly to the pole. Pole shall be designed so that the rim mounts directly to horizontal pole section through backboard during play. B. Backboard: Offical size 39" x 54" fan -shaped steel. Skin shall be 12 gauge with 10 gauge and 7 gauge support structure. Backboard shall have white powdercoat finish, official orange shooter's square. C. Rim: Two 5/16" diameter high strength steel rims welded together at a minimum of 6 places. The net attachment system shall be of a continuous type onstructed of 3/16" x 1" steel with punched met attachment slots suitable for nylon or chain nets. Powdercoat orange finish. Provide white nylon nets for each rim. PART 3- EXECUTION 3.1 INSTALLATION A. Install equipment in accordance with manufacturer's instructions. B. Secure in place with exposed fasteners. 3.2 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust equipment for smooth operation. 3.3 CLEANING A. Clean work under provisions of 01700. B. Clean equipment surfaces just prior to occupancy. END OF SECTION ATHLETIC EQUIPMENT 11480 - 2 CITY OF YAKIMA KISSEL PARK all, IMPROVEMENTS SECTION 15450 PLUMBING FIXTURES & EQUIPMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Plumbing fixtures and trim. B. Plumbing drains. C. Plumbing equipment. 1.2 REFERENCES A. ANSI/ASME A112.6.1 - Supports for Off -the -Floor Plumbing Fixtures for Public Use. B. ASME A112.18.1 - Finished and Rough Brass Plumbing Fixture Fittings. C. ANSI/ASSE 1011 - Hose Connection Vacuum Breakers. D. ANSI/ASME A112.19.5 - Trim for Water -Closet Bowls, Tanks, and Urinals (Dimensional Standards). E. ANSI A112.21.1 - Floor Drains. F. ANSI/ARI 1010 - Drinking -Fountains and Self -Contained, Mechanically -Refrigerated Drinking -Water Coolers. 1.3 SUBMITTALS A. Submit under provisions of Section 15010. B. Plumbing Fixture Product Data: Provide catalog illustrations of fixtures, sizes, rough -in dimensions, utility sizes, trim, and fmishes. C. Plumbing Drain Product Data: Provide catalog illustrations of drains, sizes, rough -in dimensions, utility sizes, trim, and finishes. 1.4 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Section 15010. B. Plumbing Fixtures: Include fixture trim exploded view and replacement parts lists. C. Plumbing Drains: Include drain dimensional data, options furnished, finishes and replacement parts lists. D. Plumbing Equipment: Include operation, maintenance, and inspection data, replacement part numbers and availability, and service depot location and telephone number. PLUMBING PIPING & ACCESSORIES 15450 - 1 CITY OF YAKIMA KISSEL PARK Sim IMPROVEMENTS 1.5 QUALITY ASSURANCE A. Perform Work in accordance with all local standards. B. Provide plumbing equipment with manufacturer's name, model number, and rating/capacity identified. C. Ensure products and installation of specified products are in conformance with recommendations and requirements of the following organizations: 1. National Sanitation Foundation (NSF). 2. American Society of Mechanical Engineers (ASME). 3. National Electrical Manufacturers' Association (NEMA). 4. Underwriters Laboratories (UL). 1.6 DELIVERY, STORAGE, AND HANDLING A. Accept fixtures on site in factory packaging. Inspect for damage. B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use. 1.7 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings and as instructed by the manufacturer. 1.8 WARRANTY A. Plumbing Fixtures: 1. Provide one year warranty under provisions of Division 1. 2. Include five year coverage of electric water cooler compressor. B. Plumbing Equipment: 1. Provide five year warranty under provisions of Division 1. 2. Include coverage of domestic water heaters, water storage tanks, in-line circulators, sump pumps and sewage ejectors. 1.9 EXTRA MATERIALS A. Provide the following quantities of parts and service kits: 1. One set flush valve service kit for each type or model valve provided. PLUMBING FIXTURES &EQUIPMENT 15450 -2 CITY OF YAKIMA Y;, KISSEL PARK alb IMPROVEMENTS 2. Two sets of faucet washers for each type of faucet provided. 3. PART 2 - PRODUCTS 2.1 WATER CLOSET - WALL MOUNT, FLUSH VALVE (P-1) A. Bowl 1. Manufacturer: Acorn 2100-W-3395-ADA-BCN Dura -Ware wall mounted ADA blowout jet toilet. 2. Other acceptable manufacturers offering equivalent products. a. Kohler. b. Eljer. c. Crane. B. Flush Valve 1. Manufacturer: Sloan Royal Model 952-1.6 concealed flush valve with AD compliant HY-33-A hydraulic actuator. 2. ASME A112.18.1; exposed chrome plated, diaphragm type with oscillating handle, escutcheon, seat bumper, integral screwdriver stop and vacuum breaker; maximum 1.6 gpm flush volume. 3. Provide vandalproof fittings and hardware. 2.2 LAVATORY — WALL HUNG (P-2) A. Basin 1. Manufacturer: Acorn Model 1953 -1 -ADA -3 or 4 -GE Dura -Ware wall mounted ADA lavatory with air-trol valve, and grid strainer. 2. Other acceptable manufacturers offering equivalent products. a. Kohler. b. Eljer. c. Crane. 2.3 URINAL — WALL MOUNT, FLUSH VALVE (P-3) A. Urinal 1. Manufacturer: Acorn Model 2165 -W -1 -ADA Dura -Ware wall mounted traddle type blowout jet ADA compliant. PLUMBING FIXTURES &EQUIPMENT 15450 -3 CITY OF YAKIMA KISSEL PARK S1'1'h IMPROVEMENTS 2. Other acceptable manufacturers offering equivalent products. a. Kohler. b. Eljer. c. Crane. B. Flush Valve 1. Manufacturer: Sloan Royal Model 990-1.5 concealed flush valve with ADA compliant HY-33-A hydraulic actuator. 2. Provide vandalproof fittings and hardware. 2.4 FLOOR DRAINS (P-4) A. Manufacturers: 1. J.R. Smith #2005-A 2.5 FLOOR CLEANOUTS (P-5) A. Manufacturers: 1. J.R. Smith #4020 2.6 INTERIOR HOSE BIBB (P-6) A. Manufacturers: 1. Chicago Faucet #293 - 1/2" 2.7 ELECTRIC WATER COOLER (P-7) A. Fountain 1. Manufacturer: Elkay Model EDFPA117C wall hung 2 level drinking fountain with MP20 mounting plate. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that walls and floor fmishes are prepared and ready for installation of fixtures, drains and equipment. 3.2 PREPARATION A. Rough -in piping connections in accordance with minimum sizes indicated in fixture, drain and equipment rough -in schedule or to suit fixtures, drains and equipment provided. PLUMBING FIXTURES &EQUIPMENT 15450 -4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS B. Coordinate with all trades and provide plumbing rough -ins as required for fixtures, drains or equipment furnished under other Sections of these Specifications. 3.3 PLUMBING FIXTURE INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install each fixture with trap, easily removable for servicing and cleaning. C. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops, reducers, and escutcheons. D. Install components level and plumb. E. Install and secure fixtures in place with wall carriers and bolts. F. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07900, color to match fixture. G. Solidly attach water closets to floor with lag screws. Lead flashing is not intended hold fixture in place. 3.4 PLUMBING DRAIN INSTALLATION A. Set drain in floor in accordance with manufacturer's instructions. B. Floor surfaces shall uniformly slope minimum 1/8" per foot to all drains. C. Provide trap primer fittings and connections to all floor drains connected to the sanitary sewer system. Perform work in accordance with manufacturer's instructions. Refer to Section 15400. D. All floor drains in mechanical rooms shall be minimum 3" outlet pipe size, or larger as scheduled on drawings. 3.5 ADJUSTING A. Adjust work under provisions of Section 15010. B. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow. 3.6 CLEANING A. Clean work under provisions of Division 1. B. At completion clean plumbing fixtures and equipment. 3.7 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Division 1. PLUMBING FIXTURES &EQUIPMENT 15450 -5 CITY OF YAKIMA KISSEL PARK SIm IMPROVEMENTS B. Do not permit use of fixtures during construction. 3.8 FIXTURE HEIGHTS A. Install fixtures to heights above finished floor as indicated. B. Water -Closet 1. Standard 15 inches to top of bowl rim. 2. Handicapped (ADA) 18 inches to top of seat. C. Urinal 1. Standard 24 inches to top of bowl rim. 2. Handicapped (ADA) 17 inches to top of bowl rim. D. Lavatory 1. Standard 31 inches to top of basin rim. 2. Handicapped (ADA) 32 inches to top of basin rim. E. Drinking Fountain 1. Standard 40 inches to top of basin rim. 2. Handicapped (ADA) 36 inches to top of basin rim. F. Water Closet Flush Valves 1. Standard 11 inches min. above bowl rim. END OF SECTION PLUMBING FIXTURES &EQUIPMENT 15450 -6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16000 GENERAL PROVISIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General and Supplementary Conditions and Division -1 Specification sections of the Contract, apply to the work of this section. 1.2 SUMMARY A. This section of the Specification covers the administrative and general provisions for the electrical work. B. The following work where required for electrical work shall be performed as specified under the Section listed: Cutting and Patching Firestopping Excavating Final Backfilling Trenching Section 01045 Section 07270 Section 02222 Section 02223 Section 02225 1.3 DESCRIPTION OF WORK A. Provide complete electrical system for each school including the following: 1. 480Y/277 volt, three phase, four wire electrical service in conjunction with the utility company for a Contractor designed and installed irrigation system. 2. 480Y/277 volt, single phase, three wire electrical service in conjunction with the utility company for a restroom building and site lighting. 3. Circuit breaker type lighting and appliance panelboards, for power, lighting and general branch circuits. 4. Transformers, enclosed switches (fusible). 5. Lighting fixtures, lamps and lighting controls. 6. Receptacles (convenience outlets). 7. Raceway systems including conduit, fittings, boxes, hangers, connectors, couplings, and other accessories. GENERAL PROVISIONS 16000 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16000 GENERAL PROVISIONS 8. Wire, cable, cord and other electrical conductors insulated and bare for the circuits including service, feeder and branch circuits, grounding, etc. B. The extent of the work under this DIVISION includes: 1. Testing and/or start-up of equipment, systems, circuits, and devices as herein specified and as necessary to place the project into operation. 2. Connecting to the power source the heating, ventilating, and air conditioning (HVAC) equipment and motors furnished and installed under other Divisions of the Specifications. 1.4 SHOP DRAWINGS 1. Submit shop drawings only for the following: Panelboards Transformers Disconnect Switches Lighting Fixtures Ballasts Lighting Contactors 1.5 ELECTRICAL INFORMATION MANUALS 1. The manuals shall be supplied to the Engineer for review and approval in the quantities indicated in Division 1 before any electrical equipment is shipped to the job site. The required test results may be delayed but shall be provided at the time of substantial completion of the project. Construction record drawings of the work shall be provided upon completion of the work and shall be folded and punched for insertion into the manual after they are reviewed by the Engineer. 2. Manuals for the electrical system shall be enclosed in 3 -post, expandable metal hinge binders labeled with the job name and the Contractor's name with tab dividers for each major type of equipment. 3. Provide manufacturer's installation, operation, maintenance, and service information, shop drawings, and testing records, for each equipment item or signal/communication system furnished under the electrical work. Assemble and index each section listing the contents individually on the tab divider for that section. Compile a spare parts list and a suppliers index for each section and assemble in the section provided. Assemble records of all tests, measurements, and calibration settings made for each device. 1.6 CODES AND PERMITS 1 Work shall be in strict accordance with the National Electrical Code and other pertinent codes in force in the State of Washington and jhe local area of the work. 2. Secure and pay for permits and certificates as required for electrical work. GENERAL PROVISIONS 16000 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16000 GENERAL PROVISIONS PART 2 - PRODUCTS 2.1 Except as otherwise indicated, provide new materials and equipment which are standard products of manufacturers regularly engaged in production of such equipment. Material or equipment shall be approved and labeled for the purpose for which it is to be used by a nationally recognized electrical testing laboratory such as UL, ETL, FM or other organization acceptable to the State of Washington Department of Labor and Industries. Assemblies of equipment shall be approved as an assembly in addition to approval of individual components. Similar items of equipment shall be of the same manufacture and quality. Where systems are specified, components of the system shall be standard items of one manufacturer. 2.2 Where voltage, current, power, temperature or other ratings are specified that do not correspond to standard ratings of the manufacturer selected by the Contractor, the Contractor shall furnish the next rating level which increases the capacity of the device or material in question. 2.3 Materials, devices, equipment or supplies furnished by this Contractor shall be of materials that are inherently non -corrosive or are coated or covered in a manner, acceptable to the Engineer, which renders them non -corrosive. They shall not contain polychlorinated biphenyls, asbestos or other hazardous or detrimental materials. The materials furnished by the Contractor shall not be installed in a manner, location or construction that produces galvanic action or any other materials corroding or eroding action. 2.4 Fabricate equipment or devices in the field equivalent in every respect to manufactured items used for the same purpose. Where cutting, drilling, grinding, or other field fabrication, is done to galvanized or painted metal, it shall be regalvanized or painted to match original finish. 2.5 Where the Contractor has proposed changes in the work, or substitutions in material, he shall be responsible for ensuring that sizes, weights, openings, and arrangements are provided that do not require changes in the work outside his contract. PART 3 - EXECUTION 3.1 The general arrangement of panelboards, outlets and other equipment or devices as shown on the Drawings is diagrammatic and approximate as to locations. The Contractor shall be responsible for the accurate location of panelboards, outlets, switches, control stations and similar devices with respect to equipment, doors, partitions, cabinets and the finished work of others. Verify dimensions and locations with the architectural and mechanical Drawings and trades. The Contractor shall specifically check each electrical device box location with the architectural interior elevation drawings for conflicts prior to rough in. Where minor changes in location of devices or equipment are required because of structural conditions or for the convenience of the Owner, such changes shall be made by the Contractor without additional expense to the Owner. 3.2 Coordinate work under this division with work under other Divisions, and cooperate in locating equipment to avoid interference with work of others, and plan this work to harmonize with the work of other trades so that all work may proceed as expeditiously as possible. Coordinate the GENERAL PROVISIONS 16000 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16000 GENERAL PROVISIONS installing of built-in work, attaching items to buildings and cutting and patching. No extras will be allowed because of moving work required to avoid interference with work of other Divisions. 3.3 Coordinate the location of switches, panel connections and other points of connection with the equipment manufacturers or vendors prior to conduit installation, and route circuits to the actual connection point. Remove and reinstall conduit, outlet boxes and other electrical connections, even if removal and reinstallation of building materials is necessary, where electrical connections are not made to the appropriate equipment location. • 3.4 Install the equipment and materials in a neat and workmanlike manner employing workmen skilled in the particular trade and in accordance with the manufacturer's instructions and industry standards. Maintain adequate supervision of the work by a person in charge at the site during any time that work under this division is in process or when necessary for coordination with other work. 3.5 Maintain and annotate on the job at all times a separate set of Record Drawings in accordance with the General Conditions. Deviations from the Drawings, stubouts, changes from the original work, routing of hidden raceways, actual fixture and equipment locations, equipment sizes and dimensions and building outline changes shall be shown on the Drawings in a manner equivalent to that of the original Drawings. 3.6 TESTING A. Test electrical equipment before it is energized and placed in service. Testing shall be performed by the Contractor. B. Test the resistance of the grounding electrodes in the presence of the Owner's representative. The measurement shall be done with a ground ohmmeter or the IEEE Standard No. 550, Paragraph 3.42 method. Testing shall be performed during normal dry weather conditions with at least five non -rain days elapsing prior to the test. Measured resistance of the electrode exceeding 3 ohms shall require supplemental electrode additions until electrode resistance is less than 3 ohms. C. Test the equipment and electrical circuits for proper connection, continuity, and absence of undesirable shorts and grounds. Test wire and cable installation, when complete and seventy-two hours prior to energization of the system. Check for continuity, visual damage, marking, and proper phase sequence before performing insulation testing. Megger bus work, switches, breakers and circuits phase -to -phase and phase -to -ground disconnecting and reconnecting equipment which cannot be meggered as required. The minimum acceptable steady-state value is 50 megohms. Ambient temperature and humidity during testing shall be recorded. D. Take load readings on each panelboard after all loads are connected. These shall give the maximum reading for each phase and neutral obtained with lighting, motors, and other loads, connected to the panels in service. E. Check fuses with an ohmmeter; Ring out wiring and busing. GENERAL PROVISIONS 16000 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS G. Keep conduits clean and dry and close each end left exposed. When blowing through conduits exposed to the weather, cover electrical components in panels, etc., to avoid blowing dirt, water, etc., into equipment. H. Pull a proper size wire brush or swab through each underground and embedded conduit two-inch size and above, followed by a mandrel not less than twelve inches long and approximately one-quarter inch smaller in diameter than the conduit internal diameter. I. Conduit connections to equipment shall be supported independently of the equipment. Runs shall drop or rise vertically to the nearest practicable point of connection to the unit. Vertical drops shall be run to the floor and fastened with a floor flange. Unsupported drops are -not permitted. Horizontal runs on the floor or on equipment are not permitted. Drop or rise at the appropriate closest location. Conduit. run on equipment frames or supports shall closely follow the contours of the equipment. It shall be located to maintain access to all equipment services and adjustment points and so as to not interfere with operation of the equipment. J. Cut ends of conduit square with hand or power saw or pipe cutter. Ream cut ends to remove burrs and sharp ends. Threads cut on conduit in the field shall have same effective length and same thread dimensions and taper as specified for factory -cut threads. K. Bending of PVC shall be by hot box bender and, for PVC two inches in diameter and larger, expanding plugs. Apply PVC adhesive by brush. L. Make bends and offsets with hickey or power bender, standard elbows, conduit fittings or pull boxes. Run conduit straight and true; make elbows, offsets and bends uniform and symmetrical. M. Install conduit as a complete, continuous system without wires, mechanically secure and electrically connected to all metal boxes, fittings and equipment. Blank off all unused openings, using factory made knockout seals. N. Connect conduit to enclosures, cabinets and boxes with double locknuts and with insulating type bushings. Bushings shall be grounding type where connecting to concentric or eccentric knockouts. Connect to enclosures, boxes and devices from below in wet areas. Conduit connections to enclosures shall be made at the nearest practicable point of entry to the enclosure area where the devices are located to which the circuits contained in the conduit will connect. O. Support conduit within three feet of every outlet box, junction box, gutter, panel, fitting, etc.. Do not space supports further apart than ten feet. Support conduit and boxes in an approved manner by: expansion shields in concrete or solid masonry; toggle bolts on hollow masonry units; wood screws on wood; and metal screws on metal. BASIC MATERIALS AND METHODS 16100 - 5 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS P. Do not bore holes in any structural members. R. The trench for underground raceway runs shall be as straight as practicable. Changes in direction and/or grade shall be of sufficient length to allow a gradual change (three foot radius minimum). The trench shall be true and free from stones or soft spots. Three inches of fine sand shall be placed in the trench bottom and tamped into place. Provide preformed plastic spacers on five foot intervals between conduits in the same run. Bends in two inch and larger raceway shall have a minimum radius of three feet. After the raceway is placed in the trench, native earth backfill passing a No. 8 sieve, free of stones shall be placed in the trench bottom and tamped around the sides of the conduit. Do not tamp on top of the conduit until the final backfill is placed to finish the grade. S. Mark direct buried conduit by a one inch thick concrete ribbon painted red or yellow or a strip of yellow marking tape placed a minimum of twelve inches below` grade during backfilling of the trench. T. Wherever practical, route conduit with adjacent ductwork or piping and support on common racks. Base required strength of racks, hangers, and anchors on combined weights of conduit and piping. Space electrical raceways a minimum of 6 inches from steam, hot water, or hot gas piping and from hot air ducts, or other heat sources above normal ambient. U. Provide vapor seals in conduit at fire wall penetrations, and where conduits enter or exit buildings from outdoor areas. 3.2 CONDUCTORS A. Install insulated wire and cable in raceway system after the system is complete. Cable lubricants, pulling sleeves, and pull boxes shall be used to keep pulling tensions within manufacturer recommended limits. B. Install service, feeder, and motor circuits continuous without splices from equipment terminal to equipment terminal or motor lead. Branch circuits may be spliced at taps. Do not splice circuits at other locations without written permission from the Engineer. C. Do not use white or green color for any power, lighting, or control conductor not intended for neutral or grounding purposes. Low voltage control circuits, or 18 AWG or smaller control conductors, may use green or white singly or as part of a trace color in addition to the base color. D. Provide individual neutral conductors for each circuit as shown on the drawings. Common neutral conductors for multi branch circuits are not permitted. BASIC MATERIALS AND METHODS 16100 - 6 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS E. Leave six inches or more of free conductor at each connected outlet (outlet connected t� equipment or device) and nine inches of free conductors at each unconnected outlet. Tape free ends of conductors at unconnected outlets and coil neatly in outlet box. F. Install wiring to neutral and grounding blocks on the bottom or furthest back row first. Wiring shall leave the blocks accessible for future neutral or grounding connections. Neutral block shall be unbonded except where required by Code. Grounding bars, pads or buses shall be bonded to the enclosure. G. Pull grounding conductors in non-metallic raceways and in flexible conduit connecting to mechanical equipment. Make the grounding conductor connections to motors or equipment ten horsepower and above, or twenty amperes and above, by solderless terminal and a 5/16 inch minimum bolt tapped to the motor frame or equipment housing. Ground connection to smaller motors and equipment may be made by fastening the terminal to a connection box. H. Circuits shall be continuous without splices from equipment terminal to equipment terminal or motor lead. Branch circuits may be spliced at taps. I. Color code conductors as follows: Basic color coding: 480Y/277 240/120 Phase volts volts A Brown Black B Orange Red C Yellow Neutral Gray White Ground Green Green J. Connect circuit conductors of the same color to the same phase throughout the installation. K. Do not use white, gray or green color for any conductor not intended for neutral or , grounding purposes. This limitation applies to power, lighting, and control wiring, except smaller gauge (No. 18 or less), low voltage control circuits. L. I Use wire with the insulation of required color for conductors No. 8 AWG or smaller. For wire larger than No. 8 AWG and other types of wire of any size, which may not be available in specified colors, use self-adhesive, wrap-around cloth type markers of solid colors to color code the conductors. M. Where wire markers are used for color coding, mark each conductor at all accessible locations such as panelboards, junction boxes, pullboxes, auxiliary gutters, outlets, switches, and control centers. BASIC MATERIALS AND METHODS 16100 . 7 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS N. Viewing all equipment from the front, make connections so phase color sequence is in the same order as that for panelboards, etc. O. Install wire neatly in all enclosures. Bend or form wires in neat runs from conduits to terminals. Arrange wires so that they may be grouped by conduit or by function in the enclosure. Install cable ties and straps to support and bundle wiring in enclosures. Arrange wires to allow wire tags and numbers to be easily read without bending or flexing wiring. P. Terminate service and feeder circuits with compression indent barrel connectors with one or two hole spade lug ends. Terminate control wiring with indent, insulated spade connectors made especially for the wire size and terminal size on which they are installed and crimped with an approved pliers or tool for the connector. Q. Service and feeder circuits shall be run in individual conduit. R. In each enclosure or box where more than one ungrounded conductor is spliced or connected, tag for panelboard identification and pole number. Mark junction boxes concealed above ceilings with circuit identification using indelible marking pens on the cover. S. Conductor connections shall be in accessible boxes. Additional junction boxes shall be installed as required to meet code or as required to install conductors without physical damage to conductors. Any conductors showing physical damages shall be replaced by the Contractor, as approved. T. Pulling Conductors: 1. Make all cable pulls by hand. Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips, or wrapping extra conductor into an eye, that will not damage cables or raceway. 2. Use manufacturer -approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Install pullboxes where necessary to prevent exceeding manufacturer's recommendations. 3. Cut cable or conductor ends off after pulling and clean all lubricant and/or pulling compound from conductors before terminating. 3.3 HANGERS, SUPPORTS, AND ANCHORS BASIC MATERIALS AND METHODS 16100 - 8 0 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS A. ; Support raceway, equipment, and devices from framing members or building structure with sufficient clearance for maintenance and service. Provide backing plates, and/or framing material to support equipment, devices and materials which are located between the framing members which are part of the building or facility structure. B Cable supports - provide cable ties and straps for clamping, tying, securing and banding wires and cables in all junction boxes, panelboards and terminal cabinets. Support each circuit independently; group phases of three phase circuits. C. Construct lighting standard anchor bases of Portland Cement Concrete - Class B, poured in place in one pour in forms true to line and grade; hold conduit ends and anchor bolts in proper position and height by means of a temporary pole base template. Grout between the base plate and anchor base after lighting standard assemblies are plumbed. 3.4 BOXES A. Device boxes in finished areas shall be recessed in the wall, floor and ceiling surfaces. Boxes shall be set plumb, level, square and flush with finished building surfaces within one -sixteenth inch for each condition. Box openings in building surfaces shall be cut within one-eighth inch of boxes and filled tight to box with building materials. All device boxes attached directly to studs shall be backed with structural material equal to material used on the project to prevent rotation on studs or joists and to prevent twisting or deflection during wall, ceiling, or floor surface material installation. Attach boxes to building structure with a minimum of two fasteners. Attachment shall withstand a force of one -hundred pounds applied vertically or horizontally. C. Set recessed boxes at the height above the floor noted on the Drawings; for convenience outlet receptacles in finished areas at sixteen inches; for lighting switches, etc. at forty- four inches above floor. D. Set exposed device boxes four feet above the finished floor to top of box. E. Set boxes for lighting switches within one foot of the door opening on the strike or lock side of the door or on the side closing last. F. Install bonding jumpers and grounding bushings on boxes with concentric knockouts if the knockout ring is bent or loosened. G. Arrange boxes used in wet areas to drain moisture away from devices or enclosures for equipment and make conduit connections from below. H. Coordinate box locations with building surfaces and finishes to avoid bridging wainscots, joints, finish changes, etc. BASIC MATERIALS AND METHODS 16100 - 9 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16100 BASIC MATERIALS AND METHODS 3.5 ENCLOSURES A. Mount enclosures for individual units at fifty-four inches above floors to centerline of controls, etc.. B. Attach enclosures, mounted on equipment with machine screws or clamps as required. Do not drill equipment frames or sheets without permission of supplier/manufacturer or the Engineer. C. Attach enclosures with a minimum of three fasteners and more if the manufacturer so recommends. D. Glue name plates with a thin layer of adhesive and then fasten with self tapping machine screws lightly torqued to avoid distortion of the name plate. E. Mount disconnect (safety) switches for motors adjacent to the motor they serve. 3.6 PROTECTIVE DEVICES A. Attach a sign giving the size and type of each fuse to any enclosure containing fuses. Install fuses so that markings or ratings can be read with the fuse installed. B. Adjust protective devices ratings or settings as required to protect exact equipment furnished. END OF SECTION 16100 BASIC MATERIALS AND METHODS 16100 - 10 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16200 ELECTRICAL SERVICE SYSTEM PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General and Supplementary Conditions and Division -1 Specification sections of the Contract, apply to the work of this section. 1.2 SUMMARY A. This section of the Specification covers the electrical services and connection to the commercial power Utility system (Power Company) and the work required in conjunction with the Utility for their revenue metering. 1.3 SUMMARY OF WORK A. Coordinate with the Power Company to ensure that their metering and service requirements are met for each electrical service. The Contractor is responsible for any work necessary to place each service in operation as a complete installation. He shall provide any materials required and do any work necessary that is not provided or completed by the Power Company. The Contractor shall pay any service charges or construction fees required for each electrical service to the project. B. The Contractor is responsible for contacting the utility and verifying their service requirements. Where the utility's service requirements are different or in addition to those shown on the Contract Documents, the Contractor shall include any additional items necessary to complete the service work as part of this bid. PART 2 - PRODUCTS 2.1 The Power Company will provide the service conductors and meters. 2.2 Provide meter enclosures, sockets, and metering wiring as required by the Utility for their revenue metering. 2.3 Provide conduit for service conductors to Utility requirements. 2.4 Provide service entrance equipment UL SUSE labeled. Equipment shall be as specified in Section 16300. PART 3 - EXECUTION 3.1 The Power Company will install the meters. 3.2 The Contractor shall provide conduit, excavation and backfill for the Power Company's circuits. Locations shall be as required by the Power Company. ELECTRICAL SERVICE SYSTEM 16200 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16200 ELECTRICAL SERVICE SYSTEM 3.3 Ground secondary electrical system to the metallic piping system and supplemental grounding electrodes. Grounding connections made to the water system to be coordinated with the mechanical work and bonding jumpers shall be installed wherever deemed necessary. END OF SECTION 16200 ELECTRICAL SERVICE SYSTEM 16200 - 2 1 1 1 1 1 1 1 1 1 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16300 DISTRIBUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General and Supplementary Conditions and Division -1 Specification sections of the Contract, apply to the work of this section. 1.2 SUMMARY A. This section of the Specification covers the electrical distribution system, including panelboards, and wiring devices. PART 2 PRODUCTS 2.1 CIRCUIT BREAKER PANELBOARDS A. Provide panelboard that meets the NEMA Standard PB -1 and UL Standard 67. Breakers shall bolt to the bus. Panelboards shall be twenty inch minimum width. Main breakers shall ,be vertically mounted. Busing shall be copper. Panelboards enclosures shall be same size and type on two section panelboards. Neutrals shall be fully rated and insulated but bondable. Lugs shall be _compression suitable for the size and type of conductor to be connected. Provide engraved phenolic nameplate for each panelboard. B. Under alternate Bide 4A, provide lockable, NEMA 3R enclosure for panelboard. C. Provide circuit breakers as scheduled on the "circuit schedule" Circuit breakers shall be as specified under their respective section. Circuit breakers used for panel switching shall be listed and labeled for such use. D. Panel fronts shall be stretcher leveled steel with piano hinged doors. Provide tumbler style lock on each panelboard door. Panelboards with locks shall be keyed alike. Provide three keys for Owner's use. E. Panelboards shall be manufactured by one of the following: General Electric Siemens -ITE Square D Company Cutler -Hammer 2.2 DRY TYPE TRANSFORMERS A. Transformers shall be UL listed three phase -two winding, or single phase -two winding, dry -type epoxy encapsulated transformers as required for the application. They shall be class "H" insulated but the maximum temperature rise under full load shall not exceed 115 degree Celsius rise above ambient. Transformers shall be equipped with two 2-1/2 DISTRIBUTION 16300 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16300 DISTRIBUTION percent full capacity above normal (FCAN) and two 2-1/2 full capacity below normal (FCBN) taps on the primary winding. Windings shall be copper. B. Transformer enclosures shall be rated for outdoor use. C. Transformers shall be manufactured by one of the following: Cutler -Hammer, General Electric, Siemens -ITE, Square D Company, Westinghouse. 2.3 WIRING DEVICES A. Convenience outlet receptacles shall be heavy-duty per NEMA WD -1, duplex, nylon face, provisions for split bus, staked screw terminals for line, neutral, and ground connection, NEMA 5-20R or 5-15R, color to match switches and cover plates (ivory unless other colors are applicable). B. Lighting switches shall be heavy duty per NEMA WD -1 120-277 volts AC only rated, twenty ampere, ivory, with grounding screw and staked screw terminals for connection. Pass & Seymour, Bryant, or Leviton. C. Cover plates shall be stamped steel, galvanized; cast aluminum, Crouse -Hinds DS70G, DS 185 in outdoor or below grade areas. D. Weather resistant covers for convenience receptacles shall be lockable with polycarbonate cover. Leviton 5976-GY or_equal. 2.4 PHOTO CELLS A. Photo cells shall be three wire devices with adjustable aperture or lighting level operation. They shall be designed for conduit box mounting. They shall be rated 227 volt 2000 watt. They shall be Crouse -Hinds, Fischer -Pierce, Paragon or approved equal. 2.5 THERMOSTATS A. Thermostats shall be heavy duty, capable of line voltage control of exhaust fans. Honeywell T6051A series with sub base, or equal. PART 3 - EXECUTION 3.1 Protect equipment during construction from moisture, dust, abrasion, or other damage or disfigurement, using plastic sheeting, kraft paper, space heaters, or other appropriate means. Field repair of material or equipment made defective by improper storage is not acceptable. 3.2 Repair damaged finishes of equipment by retouching or repainting without additional cost to the Owner. DISTRIBUTION 16300 - 2 1 CITY OF YAKIMA KISSEL PARK SITE?IMPROVEMENTS SECTION 16300 DISTRIBUTION 3.3 Vacuum equipment clean after installations; remove metal cuttings with a magnet or suitable means before assembling equipment; wipe insulating supports, bushings, etc. with a clean lint -free cloth; clean debris, shavings, etc. from breakers, bus, switches, relays, etc. before start-up. 3.4 Remove enclosure knockouts only where conduit or cable entrances are made to the box. If knockouts are incorrectly removed or worked out of position, they shall be plugged with snap -in steel seals equal to RACO 1042 through 1048. Cutting of enclosure in locations other than necessary to permit conduit entrance will require removal and replacement of the enclosure. 3.5 The following shall be done as a minimum before energizing equipment: A. Install equipment and perform tests as recommended by the equipment manufacturer and NEMA. B. Remove bracing, packing materials, tape on movable parts, etc. as necessary. Check for damage to enclosure or insulation (cracked porcelain, chipped bushings). C. Check factory connections for proper Torque. D. Tighten all structural connections, barriers, racking mechanisms, etc.; check alignment of plug-in devices with stationary parts; check operating mechanism for binding, lubrication, etc.. E. Check continuity and phase uniformity from unit to unit and for all control or metering circuits. F. Operate switches/breakers. 3.6 PANELBOARDS A. Install enclosures level and plumb within one-eighth inch overall and, where recessed, flush with wall face within one -sixteenth inch. Provide spacers of neoprene or fiberglass to shim out from irregular surfaces or from damp surfaces. B. Setup, adjust and fasten in place flush trim and interiors. C. Install panelboards in such a manner as to leave access to the box, building chases, knockouts, etc. for future circuit additions. Place conduit in the rear line of knockouts where possible. DISTRIBUTION 16300 - 3 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16300 DISTRIBUTION D. Knockouts for breaker positions shall not be removed unless a breaker is to be installed. Where twistouts or knockouts are removed in error, provide a circuit breaker (one pole, twenty ampere) to fill each position removed. E. Prepare panelboards directories neatly typewritten in the same pole sequence as the panelboard stamping. Send a copy to the Engineer for his records. Prior to typing the final directories the Contractor shall verify room and equipment names and numbers with the Owner. F. Install circuit Breakers and identify as shown on the "Circuit Schedule" for each panelboard. Record drawings shall reflect the actual size and pole position of all breakers, switches or fuses installed. 3.8 WIRING DEVICES A. Install wiring devices plumb, level and flush. Provide spacers on device screws to flush yokes or flanges to surface of wall within one -sixteenth inch where recessed boxes are not flush with the wall surface. Tighten screws firmly. Wiring devices such as receptacles shall be supported to withstand fifty pounds force applied perpendicular to the device face without deflection greater than one -sixteenth inch. B. Connect phase, neutral and grounding wires to devices with full loops around screws installed to tighten with tightening of screws. Trim insulation to within one-eighth inch of screw terminal. / C. Install switches with the "Off' position down. D. Install plates on flush -mounted devices so that all four edges are in continuous contact with finished wall surface without the use of mats or similar devices. Plaster fillings will not be permitted. Install plates with an alignment tolerance of one -sixteenth inch to plumb. E. Use corrosion resistant devices outdoors. F. Ground Fault Interrupting devices shall be utilized at all locations within six feet of sinks, and as required by code. END OF SECTION 16300 DISTRIBUTION 16300 - 4 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16400 LIGHTING SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A Drawings, General and Supplementary Conditions and Division -1 Specification sections of the Contract, apply to the work of this section. 1.2 SUMMARY B. This section of the Specification covers materials for the indoor and outdoor lighting fixtures, lamps and accessory materials such as ballasts, frames, lens, diffusers, spacers, stems and canopies, auxiliary junction boxes and other miscellaneous hardware as required for complete installation of all lighting equipment as well as coordination of fixture installation with other trades including framing, ductwork, insulation, ceiling, sprinkler and other Contractors. 1.3 SUMMARY OF WORK A. Only fixtures which are listed on the Fixture Schedule or which are listed in the Addendum as being prior approved shall be accepted. PART 2 - PRODUCTS 2.1 There shall be ,no visible labels, trademarks or monograms on the exterior of the lighting fixtures or on lens or diffusers. Fixtures shall be sealed to prevent light leaks at seams, joints or junctions visible in the installed condition. 2.2 Provide gaskets on all trims and housings of exterior or "wet" location fixtures. Non- corrosive type plaster rings, hangers, trim and hardware shall be provided in wet or outdoor locations. 2.3 Plastic diffusing media shall be one -hundred percent virgin acrylic plastic unless specified otherwise as not acrylic plastic. Approved manufacturers: Holophane, KSH Plastics, Carolite Plastics or Plaskolite, Inc.. 2.4 Where fluorescent fixtures are used in ambients below fifty degrees Fahrenheit, special low temperature ballasts shall be furnished in lieu of the standard temperature ballasts. 2.5 Ballasts for fluorescent lamps shall be electronic, UL Class "P" with automatic reset integral protector device set to limit cast temperature to one -hundred -ten degrees Celsius maximum under abnormal conditions. Sound ratings shall be; sound rating "A" for F32 lamp. Ballast maximum input watt ratings per ANSI C82.2 method shall be as follows: 1 lamp F32T8-38 watts; 2 lamp F32T8-71 watts; 3 lamp F32T8-90 watts; 4 lamp F32T8 112 watts. Ballasts shall have no more than 12% current Total Harmonic Distortion (THD) and shall meet or exceed FCC Part 15J, Class A for Electromagnetic Interference (EMI). LIGHTING SYSTEMS 16400 - 1 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16400 LIGHTING SYSTEMS 2.7 In those ratings for which Certified Ballast Manufacturers Association (CBM) has issued specifications and which have been tested for compliance by ETL, furnish ballasts with CBM/ETL labels. 2.8 Ballasts for high-intensity discharge lamps shall be high-power factor, regulated and shall be suitable for the temperature range in which they are to be operated. Outdoor and "wet" location ballasts shall be weatherproof. 2.9 For fixtures mounted more than eight feet above floor, ballasts shall be individually fused by a fast acting, current limiting fuse coordinated with the ballast and lamp operating characteristics, so as to avoid false tripping, yet provide fault clearing before damage occurs to the fixture. They shall be Bussman Type HFL in-line fuse holder and Bussman Type GLR fuse, sized at two -hundred percent of the ballast current rating. 2.11 Lamps, including additional lamps required as replacements before the completion of the work, shall be furnished by the Contractor. Lamps shall be manufactured by General Electric, Phillips, or Sylvania. Incandescent lamps shall be rated 130 volt inside frosted. PART 3 - EXECUTION 3.1 Coordinate lighting fixture size and design, frame requirements, and hanging or mounting devices for project ceiling conditions before ordering lighting fixtures. Consult the Drawings for details of ceiling and wall construction; provide lighting fixtures suitable for the particular type of ceiling or wall at each location. 3.2 Adjust light fixtures as required - near piping, equipment, etc., to protect from physical damage and provide sufficient clearance to install lamps and to maintain lens, reflectors, ballasts, etc.. 3.3 Fixtures shall be placed so that doors and other equipment will not damage them at any time. 3.4 Install fixtures with supports, brackets, and trim as recommended by the fixture manufacturer to suit the particular building construction and use. Align each fixture to ceiling structure. Install surface mounted fixtures tight to , the ceiling construction. Provide shims or spacers as required to keep surface mounted fixture from warping or twisting due to uneven surfaces. 3.5 Fixtures in rows or grids shall be true to line. Fixtures in a common area shall be at the same level or grade. Install continuous runs of fixtures straight and true with joining straps, couplings, and nipples. Spacing for fixtures as dimensioned on the Drawings of the reflected ceiling plan must be maintained and shall not be arbitrarily changed because of ceiling pattern, etc.. Symbols on Drawings which are undimensioned show approximate locations and care shall be used to locate fixtures on centers of spaces, at the LIGHTING SYSTEMS 16400 - 2 CITY OF YAKIMA KISSEL PARK SITE IMPROVEMENTS SECTION 16400 LIGHTING SYSTEMS quarter points, or as indicated. Any changes in fixture layout must be approved by the Engineer, in writing. 3.7 Surface fixtures shall be secured to ceiling system or roof structure with a fastener such as lag screw, lag bolt, toggle bolt, cinch anchor or stud to support the fixture plus one - hundred pounds at each support. Nails or similar fasteners are not approved for lighting fixture support. 3.8 Fixtures shall not be supported from ceiling material other than structural or framing material. Provide supports, spacers, channels, etc., necessary to support lighting fixtures where fixtures are located so that they cannot be connected directly to structure members. Provide additional framing to directly support fixtures where construction is such that mounting channels, strongbacks or bridging is required to support fixtures. Material for fixture support shall match the structure material. 3.9 Every outlet box or other support for lighting fixtures shall be of sufficient strength to support at least four times the weight of fixture or one -hundred pounds, whichever is greater. Do not support fluorescent fixtures with forty-eight inches or longer lamps from outlet box ears. Provide suitable fixture stud in box for each fixture. Support all surface mounted fixtures more than eighteen inches wide at or near each corner, in addition to support from outlet box. 3.10 Exterior fixtures mounted at or below grade shall have all exterior metallic surfaces thoroughly coated with approved anti -corrosive coating, either factory or job site applied, unless fixture is specifically designed, manufactured and approved for non -corrosion performance under the particular conditions of this installation. 3.11 Clean fixture lens, diffusers, enclosures on fixtures. Dirty enclosures, lens or diffusers shall be removed, washed and rinsed as recommended by fixture manufacturer. 3.12 Install fluorescent bi-pin lamps in sockets after polarity, voltage and connections have been checked with a bi-pin tester or volt meter. Fluorescent bi-pin lamps shall be installed with correct rotation of lamps as indicated by indents or tabs. 3.13 Lamps that fail before completion of the work shall be immediately replaced by the Contractor. The Contractor shall verify that polarity, voltage and connections are correct before relamping the fixture. END OF SECTION 16400 LIGHTING SYSTEMS 16400 - 3