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PROJECT MANUAL for GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS 1201 LAKE WASHINGTON BLVD. NORTH RENTON, WASHINGTON Owner: CITY OF RENTON COMMUNITY SERVICES ADMIN 1055 South Grady Way Renton, WA 980 5 5 Bill Rasmussen, CIP Coordinator Ph: 425 430 6617 Fx: 425 430 6603 Date: July 30, 2002 PROJECT MANUAL for Play Area Improvements at GENE COULON MEMORIAL BEACH PARK 1201 Lake Washington Blvd. North RENTON, WASHINGTON 98055 Owner: CITY OF RENTON COMMUNITY SERVICES ADMIN 1055 South Grady Way Renton, WA 98055 Bill Rasmussen, CIP Coordinator Ph: 425 430 6617 Fx: 425 430 6603 Architect: Lesley Wiscomb 10003 Vinton Court NW Seattle, WA 98177 Date: July 30, 2002 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS TABLE OF CONTENTS TITLE NUMBER OF PAGES Tableof Contents .................................................................................................................... 1 _DIVISION O - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00020 Synopsis of Bidding Information ..............................................................................2 00030 Invitation to Bid........................................................................................................ 1 00040 Call for Bids ............................................................................................................. 1 00110 Bidder's Checklist.................................................................................................... 1 00200 Instructions to Bidders .............................................................................................4 00310 Bid Proposal (also inserted separately)....................................................................5 00400 Non-Collusion, Anti-Trust, Minimum Wage Form (also inserted separately) ............ 1 00420 Statement of Bidder's Qualifications (also inserted separately) ...............................2 00500 Bid Bond Form (also inserted separately)................................................................ 1 00705 General Conditions of the Contract..........................................................................48 00810 Modifications to General Conditions......................................................................... 1 00900 Special Conditions...................................................................................................3 00910 Bond to the City of Renton Form ............................................................................. 1 00920 Insurance & Related Requirements......................................................................... 3 DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work and Sequence............................................................................2 01015 Special Provisions....................................................................................................7 01027 Application for Payment........................................................................................... 1 01028 Change Orders........................................................................................................3 01060 Regulatory Requirements........................................................................................ 1 01340 Shop Drawings, Product Data & Samples................................................................ 1 01400 Quality Control......................................................................................................... 1 01430 Inspections & Tests .................................................................................................2 01500 Construction Facilities, Utilities, and Temporary Controls........................................ 3 01570 Traffic Regulation ....................................................................................................2 01630 Product Substitutions...............................................................................................5 01700 Project Closeout......................................................................................................5 DIVISION 2—SITEWORK 02100 Demolition & Site Preparation.................................................................................. 5 02200 Earthwork ................................................................................................................ 7 02630 Underdrainage......................................................................................................... 5 02635 Root Barrier Systems...............................................................................................2 02750 Site Furnishings.......................................................................................................4 02810 Irrigation .................................................................................................................. 17 02900 Planting.................................................................................................................... 10 02920 Sod Lawn.................................................................................................................6 DIVISION 3 —CONCRETE 03100 Concrete Formwork.................................................................................................5 03200 Concrete Reinforcement.......................................................................................... 3 03300 Cast-in-Place Concrete............................................................................................7 2002-181aa TABLE OF CONTENTS PAGE 1 BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT DIVISION 0 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SYNOPSIS OF BIDDING INFORMATION SECTION 00020 1. PROJECT: GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS 1201 Lake Washington Blvd. North Renton, WA 98055 2. OWNER: City of Renton 1055 South Grady Way Renton, WA 98055 3. OWNERS REPRESENTATIVE: Bill Rasmussen, Capital Project Coordinator Community Services Administration Renton City Hall, 5th Floor 1055 South Grady Way Renton, WA 98055 Phone (425) 430-6617 FAX (425) 430-6603 4. BIDS DUE: Tuesday, August 13, 2002 by 2:30PM Renton City Hall -Seventh Floor— Office of the City Clerk After Bids are received and time-stamped by the City Clerk, the bids will be opened in Conference Room # 521 on the Fifth Floor of City Hall 5. TENTATIVE SCHEDULE OF WORK: The following dates represent the tentative schedule for the Work to be performed under this contract: Plans Available for Bidding Tuesday, July 30, 2002 Pre-Bid Site Walk-Thru Tuesday, August 6, 2002 10:00 am Bids Due by 2:30 PM Tuesday, August 13, 2002 Commence Construction Work October 1, 2002 6. TIME OF CONSTRUCTION: Forty-five (45) calendar days. No construction is permitted during the lead time. Liquidated damages thereafter at fifty dollars ($50) per day. 2002-181aa 00020 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SYNOPSIS OF BIDDING INFORMATION SECTION 00020 7. BID SECURITY: Minimum 5% of bid submitted as cash, certified check, bid bond, or cashiers check 8. PERFORMANCE BOND & PAYMENT BOND: 100% of contract amount 9_ WAGES: Pay state promulgated prevailing wages rates. , 10. TYPE OF CONTRACT: Single lump-sum contract encompassing all work. END OF SECTION 2002-181aa 00020 PAGE 2 rn GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INVITATION TO BID SECTION 00030 CITY OF RENTON COMMUNITY SERVICES ADMINISTRATION GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS You are invited to submit a sealed bid for the work associated with play area improvements at Gene Coulon Memorial Beach Park, 1201 Lake Washington Blvd. North, Renton, Washington. Bids will be received at the Office of the City Clerk, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton, WA, 98055 until 2:30 P.M., Tuesday, August 13, 2002. The bids will then be publicly opened and read aloud in the 5th Floor Conference Room #521 of City Hall. Bids received after the specified time and date will not be considered. The project work includes site demolition, earthwork, grading, drainage installation, irrigation modifications and installation, concrete paving and curbing, landscaping, and installation of site furnishings. A single contract bid including general and specialty contracts shall be submitted in accordance with the Drawings, Project Manual, and other contract documents. The City reserves the right to reject any and all bids and waive any informalities or irregularities in the bids received. The estimated construction cost is $126,535 including tax. The City's fair practices/non-discrimination policies and State Prevailing Wage Rates apply to this project. Bid documents will be available Tuesday, July 30, 2002 and may be obtained at the Community Services Administration Office, Renton City Hall, Fifth Floor, 1055 South Grady Way, Renton (Phone: 425 430 6600), at a non-refundable cost of $25 per set. Mailing cost is $15 extra per set. Checks only are accepted, payable to the City of Renton. Questions about the project shall be addressed to Bill Rasmussen, City of Renton, Community Services Administration, 1055 Grady Way, Fifth Floor, Renton, WA, 98055, phone (425) 430-6617, fax (425) 430-6603. A pre-bid site walk-through will be held on Tuesday, August 6, 2002, at 10:00 AM at the site. Each bidder is fully responsible for familiarizing himself with the work and the site conditions. The successful bidder shall enter into a contract in accordance with the bid and shall furnish a Performance Bond in the amount of 100% amount bid. 2002-181aa 00030 PAGE 1 I GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CALL FOR BIDS SECTION 00040 CALL FOR BIDS GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS RENTON, WASHINGTON Sealed bids for play area improvements at Gene Coulon Memorial Beach Park will be received at the Office of the City Clerk, Renton City Hall, 7th Floor, 1055 South Grady Way, Renton, Washington 98055, until 2:30 PM on Tuesday, August 13, 2002. Bids will then be opened and publicly read aloud in the 5th Floor Conference Room #521 of City Hall. Work of this Contract includes site demolition, earthwork, grading, drainage installation, irrigation modifications and installation, concrete paving and curbing, landscaping, and installation of site furnishings. Plans and specifications may be examined at local Plan Centers and obtained at City of Renton Community Services Department on the Fifth Floor, Renton City Hall, 1055 South Grady Way, Renton, WA 98055 (Ph: 425 430 6600) beginning Tuesday, July 30, 2002. A non-refundable amount of $25.00 (check only, payable to City of Renton) will be charged for each set of Contract Documents. If mailed, there is an additional non-refundable fee of $15.00 per set to cover postage. A pre-bid site walk-through will be held on Tuesday, August 6, 2002, at 10:00 AM at the site. Each bidder is fully responsible for familiarizing himself with the work and the site conditions. A Bid Bond in the amount of 5% of the total amount of each bid must accompany each bid. The City reserves the right to reject any and all bids and waive any informalities or irregularities in bids received. The City's fair practices and non-discrimination policies and State Prevailing Wage Rates apply to this project. All proposals shall be mailed or hand delivered to: City of Renton Attn: City Clerk Renton City Hall 1055 S. Grady Way Renton, WA 98055 Bids shall be in a sealed envelope marked: "GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS." Bonnie Walton City Clerk To be published in: Daily Journal of Commerce July 26 and August 2 END OF SECTION 2002-181aa 00040 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SECTION 00110 BIDDER'S CHECKLIST BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted with the bid: 1. Proposal: The bid price shall be stated in terms of a total lump. Illegible figures may invalidate the bid. 2. Proposal Signature Sheet To be filled in and signed by the Bidder. 3. Bid Bond No bond form other than the form provided within these specifications shall be acceptable to the contracting agency. The form shall be executed by the Bidder and the surety company unless bid is accompanied by a certified check. The proposal bond shall not be altered, conditioned, or modified in any way. The amount of this bond shall be not less than five percent (5%) of the total amount bid and may be shown in dollars or on a percentage basis. 4. Statement of Bidder's Qualifications To be filled in and signed by the bidder. 5. Non-Collusion Affidavit To be signed and submitted with the bid. Failure to complete the aforementioned forms and to submit said forms with the bid, shall be due cause for rejection of bid. END OF SECTION 2002-181aa 00110 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSTRUCTIONS TO BIDDERS SECTION 00200 PART 1 INSTRUCTIONS TO BIDDERS 1. BIDDERS REPRESENTATIONS A. The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications. B. The Bidder, by making a Bid, represents that he has read and understands the Bidding Documents and the Bid is made in accordance therewith. He has also visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the bidders personal observations with the requirements of the proposed Contract Documents. C. Bids shall include Work in conformance with all applicable State Laws, Municipal Ordinances, and the rules and regulations of all authorities having jurisdiction over the construction of the Project. D. A total of forty-five (45) calendar days will be allowed for the construction portion of this project. It is anticipated that Notice to Proceed will be issued thirty (30) days after the receipt of bids. 2. CONDITIONS OF THE WORK A. Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligations to furnish all material and labor necessary to carry out the provisions of his contract. B. Insofar as possible the Contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. 3. ADDENDA AND INTERPRETATIONS A. No interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder orally. B. Every request for such interpretation should be in writing addressed to the Owner's Representative, and to be given consideration must be received at least four (4) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed and faxed no later than two (2) days prior to the date fixed for the opening of bids. Failure of any bidder to receive such addenda or interpretation shall not relieve any such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. 2002-181aa 00200 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSTRUCTIONS TO BIDDERS SECTION 00200 4. SUBSTITUTIONS A. The materials, products, and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. B. The Owner's Representative shall have the final decision on the acceptability of substituted products. Refer to Section 01630 of the Specifications for Product Substitutions. 5. PREPARATION OF BIDS Each bid must be submitted on the enclosed form. Do not use or remove form bound within the specifications. All blank spaces for bid prices must be filled in, either in ink or typewritten. The amount for each specified type of work, the pre-tax lump sum, applicable taxes, and total lump sum bid must be stated in both words and figures and where conflict occurs, the written or typed word shall prevail. (see Section 1-02.6, City of Renton Supplemental Specifications). Each bid must be accompanied by fully completed and executed items in the Bidder's Checklist Section 00110. 6. SUBMISSION OF BIDS A. Each bid must be submitted in a sealed envelope bearing on the outside the name of the bidder, his address, and the name: "Gene Coulon Memorial Beach Park Play Area Improvements- Sealed Bid Enclosed" B. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. C. Bids shall be submitted to the City Clerk's Office, Renton City Hall, 1055 South Grady Way, 7th Floor. Bids will be received until 2:30 pm, Tuesday, August 13, 2002. D. No telegraphic or fax modifications will be allowed. 7. OPENING OF BIDS Bids shall be publicly opened and an abstract of the Bids made available to the Bidders. The City reserves the right to reject any and all bids and waive any informalities or irregularities in the bids received. The City further reserves the right to Award a Contract in whatever mariner is in the City's best interest. 8. AWARD OF BID A. It is the intent of the Owner to award a Contract to the lowest responsible Bidder within the funds available for work included in the Base Bid and any or all Alternates selected by the Owner (if included), inclusive of Washington State sales tax, provided the Bid has been submitted in accordance with the requirements of the Bidding Documents. B. The Owner reserves the right to reject any bidder if the evidence submitted by or it investigation of such bidder fails to satisfy the Owner that the Contractor is properly qualified to complete work of the highest quality. 2002-181aa 00200 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSTRUCTIONS TO BIDDERS SECTION 00200 9. POST BID INFORMATION AND DOCUMENT SUBMITTAL A. The Bid Guarantee shall be a certified check, a cashier's check, or a bid bond made payable to the Owner for an amount equal to at least 5% of the Base Bid. The Owner reserves the right to hold the bid guarantees of all bidders until the successful bidder has entered into the contract and furnished the required guarantee bond, or for a period of 45 days, whichever is the shorter time. B. The bidder winning the award of this project will be required to submit the following documents to the City, within ten (10) days of Notice of Contract Award: • Standard Form of Agreement—AIA Form A101 • Certificates of Insurance (see Section 00920 for requirements) • City of Renton Business License • Performance Bond and Payment Bond (see Section 00910 for form) • City of Renton Affidavit of Compliance (see Section 00400 for form) • Affidavit of Intent to Pay Prevailing Wages. C. Should a bidder fail to enter into contract and furnish required documents within fourteen (14) days after his proposal has been accepted, his bid guarantee shall be retained by the Owner as liquidated damages, not as a penalty. 10. NOTICE TO PROCEED Notice To Proceed shall be given after the City Council, City Attorney, and Risk Manager approve the Contract and the Contract is signed by the Mayor. 11. TIME OF CONSTRUCTION After the designated date of Start of Work, the Contractor shall proceed with promptness and diligence. The Contractor has forty-five (45) calendar days to complete the construction work. All work shall be physically complete within forty-five (45) days of Notice to Proceed, unless otherwise notified by Owner. 12. LIQUIDATED DAMAGES For each calendar day after date established by the above allowed time that any portion of the work remains incomplete (in the City's sole judgment), the sum of Fifty Dollars ($50.00) (not to be construed in any sense a penalty) is the agreed liquidated damages incurred by the City for failure of the Contractor to meet the scheduled completion dates. 13. CHANGE ORDER A. When extra work is performed under an approved Change Order and paid for by acceptable lump sum or mutually agreed prices, the contractor will be limited to a markup of 10% overhead and profit. B. When extra work is performed as above by a subcontractor to the general contractor, the general contractor shall be limited to a 10% markup on the subcontractors work. No further markup shall be permitted to cover any other miscellaneous costs. 2002-181aa 00200 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSTRUCTIONS TO BIDDERS SECTION 00200 14. QUALIFICATIONS OF BIDDING A. Each bidder must furnish a statement of his construction experience and general ability to Perform the work on the "Statement of Bidder's Qualifications" form included in the Specifications. B. The Owner may take such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligation of the contract and to complete the work contemplated therein. In addition, the Contractor covenants that he is registered and licensed as required by the laws of the State of Washington. 15. QUALIFICATIONS OF SUBCONTRACTORS The Owner reserves the right to approve or reject the subcontractors identified in the Bid Forms, after bid opening, providing the Contractor has the right to decide not to enter into the contract if the Owner so exercises the right to disqualify a subcontractor. 16. SECURITY FOR FAITHFUL PERFORMANCE Simultaneously with his delivery of the executed contract, the Contractor shall furnish a surety bond or bonds, as required by RCW 39.08.010, as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing aterials in connection with this contract as specified in the g P General Conditions included herein. The surety on such bond or bonds shall be duly authorized by a :surety company satisfactory to the Owner. 17. CITY OF RENTON It should be noted that the City of Renton as project Owner is distinct in dealings and responsibilities from the City of Renton as building official and regulatory agency regarding compliance with existing ordinances, etc. 18. EQUAL OPPORTUNITY EMPLOYER The City of Renton is an Equal Opportunity Employer. END OF SECTION 2002-181aa 00200 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID FORM SECTION 00310 FORM OF PROPOSAL ( BID ) for the GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS 1201 Lake Washington Blvd. North Renton, Washington Bids Due: 2:30 P.M. Tuesday, August 13, 2002. To: Renton City Hall City Clerk, Seventh Floor 1055 South Grady Way Renton, WA 98055 The undersigned hereby certifies that they have carefully examined the Contract Documents as defined in the General Conditions entitled "Gene Coulon Memorial Beach Park Play Area Improvements," Renton, WA and have examined the site of the work and the locations where said work is to be done, and fully understands the manner in which payment is proposed to be made for the cost thereof, hereby proposes to furnish all materials / equipment and to perform all labor which may be required to complete said work within the time fixed, and upon the terms and conditions provided in said Contract Documents for consideration of the following amounts: A. LUMP SUM BID: 1. BASE BID: For all work shown in the Contract Documents excluding applicable taxes, the SUM of: Amount in writing dollars ($ ) Amount in number 2. APPLICABLE TAXES: Applicable taxes for all work shown in A. 1. above, the sum of: Amount in writing dollars ($ ) Amount in number 2002-181aa 00310 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID FORM SECTION 00310 3. TOTAL BASE BID: For all work shown in the Contract Documents, including A. 1. and A. 2. above, the total sum, including taxes, of: Amount in writing dollars ($ ) Amount in number The undersigned understands that: a. The Total Base Bid includes overhead and profit. b. The Total Base Bid includes Washington State Sales tax. c. The Construction Work shall be completed within (45) forty-five calendar days from issuance by the City of Notice to Proceed. d. The Contractor has reviewed, understands, and will provide the insurance coverage as called for in the Contract Documents. B. ADDITIVE / DEDUCTIVE ALTERNATES: None. C. PRINCIPAL SUBCONTRACTORS: The undersigned proposes to use the following subcontractors to complete the work as shown on the drawings and described in the specifications. FIRM TASK VALUE OF WORK D. CONDITIONS OF PROPOSAL: A. DETERMINATION OF THE LOW BIDDER: The owner reserves the right to 'Award a Contract' to the Contractor submitting the lowest bid l within the funds available for work included in the Total Base Bid and in whatever manner is in the Owner's best interest. 2002-181aa 00310 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID FORM SECTION 00310 E. PERIOD OF BID VALIDITY/ACCEPTANCE OF BID A. BID VALIDITY The undersigned hereby agrees that this BID as described in paragraph "A " shall be valid and firm offerings for the period of forty-five (45) days from closing time for the "Receipt Of Bids." B. BID ACCEPTANCE Acceptance of Bid: Within forty-five (45) days after the opening of Form Of Proposal, the City will act either to accept the Proposal from the lowest responsive, responsible Bidder, or to reject all Bids. The City reserves the right to request extensions of such Bid acceptance period. The acceptance of a Bid will be evidenced by a written Notice of Intent to Award Contract to the Bidder whose Bid is under consideration for acceptance, together with a request to furnish a bond, evidence of insurance to execute the agreement set forth in the Contract Documents, and other designated documents. F. EXECUTION OF CONTRACT A. If written "Notice of Intent to Award Contract" is mailed, telegraphed, facsimile, or delivered to the undersigned within the "period of Bid Validity" noted above, or any time thereafter before this Bid is withdrawn, the undersigned will, within ten (10) days after the date of such notification, execute a Contract in the form of the AIA Document A101 "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR - STIPULATED SUM", 1997 edition. B. If the business is a Corporation, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by Corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If the business is a partnership, full name of each partner should be listed, followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an Individual Proprietorship, the name of the owner should appear, followed by d/b/a and the name of company. G. TIME FOR COMPLETION The undersigned hereby agrees to "FINAL COMPLETION" of all Work outlined in the Contract Documents within forty-five (45) calendar days after receipt of Notice to Proceed. H. LIQUIDATED DAMAGES A. If the Contractor fails to complete the Work by the FINAL COMPLETION DATE (or such extension of that date which might be granted by the Owner), he agrees to abide by all provisions of the Contract including Section 01700 — Project Administration and Closeout. In addition, Liquidated Damages in the amount of Fifty Dollars ($ 50.00) will be assessed for each calendar day that the Contractor exceeds the "FINAL COMPLETION DATE." 2002-181aa 00310 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID FORM SECTION 00310 I. ADDENDUM RECEIPT A. Receipt of the following "ADDENDA" to the CONTRACT DOCUMENTS is acknowledged: Addendum No. Date Addendum No. Date Addendum No. Date J. EXECUTION OF PROPOSAL Name of Firm State License Registration No. Address City State Zip Code Telephone_ ) FAX ( ) The undersigned designates the above as the firm and address to which "NOTICE OF CONTRACT AWARD" may be mailed, hand delivered or delivered via facsimile. NOTE: If a Bidder is a corporation, write state of incorporation; and if a partnership, give full names and addresses of all partners below: The undersigned certifies that the above is a firm and valid BID to accomplish all Work and comply with all requirements of the Contract Documents. Date Signature Signed Printed Title 2002-181aa 00310 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID FORM SECTION 00310 K. ENCLOSURES PROVIDED BY CONTRACTOR A. The Contractor shall provide the following enclosure with this Form of Proposal: 1. Non-Collusion Affidavit (located in this Specification Section 00400). 2. Assignment of Antitrust Claims To Purchaser (located in this Specification Section 00400). 3. Minimum Wage Affidavit Form, (located in this Specification Section 00400). 4. Statement of Bidder's Qualifications (located in this Specification Section 00420). 5. Bid Bond Form, ( located in this Specification Section 00500). END OF BID FORM 2002-181aa 00310 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS NON-COLLUSION AFFADAVIT/MINIMUM WAGE FORM SECTION 00400 NON-COLLUSION AFFIDAVIT Being duly sworn,deposes and says,that he is the identical person who submitted the forgoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid,or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over the other Bidder or Bidders. AND CERTIFICATION RE:ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from anti-trust violations commencing after the date of the bid,quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn,deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract:that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON-COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT: GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS Name of Bidders Firm Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of 2002. Notary Public in and for the State of Washington Residing at: END OF SECTION 2002-181aa 00400 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 STATEMENT OF BIDDERS QUALIFICATIONS Nameof Contractor............................................................................................................................... A, Address: ........................................................................................................................................... ........................................................................................................................................................... PhoneNumber: ................................................. Fax: ................................................. Washington State Department of Labor and Industries Workmen's Compensation Account No.: ........................................................................................................................................................... AM Washington State Department of Licenses Contractor's Registration No..................................................................................................................................................... .M Expiration Date: ......................... Number of years the contractor has been engaged in the construction business under the present firm name indicated:................................................ Gross dollar amount of work under contract: ................................................................................ Gross dollar amount of contracts not completed: .......................................................................... s Type of work generally performed by contractor: ......................................................................... ........................................................................................................................................................... $' List of five public projects of a similar nature which have been completed by the contractor within the last five years and the gross dollar amount of each project: Bid Contact& Year Project Name Agency Phone No. Completed Amount .................................... ....................................... ................................ ................. ................... .................................... ....................................... ................................ ................. ................... ............I....................... ....................................... ................................ ................. ................... .................................... ....................................... ................................ ................. ................... .................................... ....................................... ................................ ................. ................... A As 2002-181aa 00420 PAGE 1 Im GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 List of major pieces of equipment which are owned by the Contractor and which will be available and required for use on this project: ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... BankReferences:............................................................................................................................... .......................................................................................................................................................... Have you changed bonding companies within the last three years................................................... Ifso,why? (Optional): ................................................................................................................... r .......................................................................................................................................................... Have you ever sued or been sued by the client on any public works contract for a special district,municipality, county,or state government?..................................................................................... Who?............................................................................................................................................... Forwhat reason: .............................................................................................:................................ ........................................................................................................................................................... ........................................................................................................................................................... Disposition of case,if settled: ............................................................................................................ ........................................................................................................................................................... r+. Name of Superintendent to be used on the project and how long with your company:..................... r� ........................................................................................................................................................... Bidder: ■■ ............................................................................................. (Printed Name of Bidder) By: ................................................................................................ .w (Signature of Authorized Official) Title: ................................................................................................ END OF SECTION ru 2002-181aa 00420 PAGE 2 ■. GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BID BOND FORM SECTION 00500 Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$ , which amount is not less than five percent of the total bid. Sign here: Know All Men by These Presents: That we, as Principal, and as Surety, are held and firmly bound until the City of Renton, 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 to do so, 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 Received return of deposit in the sum of $ END OF SECTION 2002-181aa 00500 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS GENERAL CONDITIONS SECTION 00705 1. GENERAL CONDITIONS OF THE CONTRACT A. STANDARD FORM The General Conditions of the Contract for Construction, AIA Document A201 as referenced and as follows, Articles 1 through 14 inclusive. They are included as part of the contract. The Contractor and all subcontractors shall read and be governed by them, with enclosed "Modifications to General Conditions" in Section 00810. END OF SECTION "GENERAL CONDITIONS of the CONTRACT for CONSTRUCTION," PAGES 1-47 FOLLOW THIS SECTION 2002-181aa 00705 PAGE 1 1997 Edition - Electronic Format AIA Document A201 - 1997 General Conditions of the Contract for Construction TABLE OF ARTICLES 1. GENERAL PROVISIONS 2. OWNER THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN 3. CONTRACTOR ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR 4. ADMINISTRATION OF THE CONTRACT MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA 5. SUBCONTRACTORS DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D40I, 6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS This document has been approved and endorsed by The Associated General 7. CHANGES IN THE WORK Contractors of America. 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 INDEX Addenda Acceptance of Nonconforming Work 1.1-1,3.11 9.6-6,9.9.3,12.3 Additional Costs,Claims for Acceptance of Work 4.3.4,4.3.5,4.3.6,6.1.1,10.3 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3,12.3 Additional Inspections and Testing Access to Work 9.8.3,12.2.1,13.5 3.16,6.2.1,12.1 Additional Time,Claims for :, Accident Prevention 4.3.4,4.3.7,8.3.2 4.2.3,10 ADMINISTRATION OF THE CONTRACT Acts and Omissions 3.1.3,4,9.4,9.5 3.2,3.3.2,3.12.8,3.18,4.2.3,4.3.8,4.4.1,8.3.1, Advertisement or Invitation to Bid 01997 AIA® 9-5-1,10.2-5,13-4.2,13.7,14.1 1.1.1 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE )>Copyrig t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 1 ■r Aesthetic Effect 1.1.2,4.2.3,4.2.4,4.2.6,9.6.3,9.6.4,11.4.7 4.2.13,4-5-1 Architect's Representations Allowances 9.4.2,9.5.1,9.10.1 3,8 Architect's Site Visits All-risk Insurance 4.2.2,4.2.5,4.2.9,4.3.4,9.4.2,9.5.1,9.9.2, 11.4.1.1 9.10.1,13.5 Applications for Payment Asbestos 4.2.5,7.3.8,9.2,-9.3,9.4,9.5.1,9.6-3,9.7.1,9.8-5, 10.3.1 9.10,11.1.3,14.2.4,14.4.3 Attorneys'Fees Approvals 3.18.1,9.10.2,10.3.3 W 2.4,3.1.3,3.5,3.10.2,3.12,4.2.7,9.3.2,13.4.2, Award of Separate Contracts 13.5 6.1.1,6.1.2 Arbitration Award of Subcontracts and Other Contracts for 4.3.3,4.4,4.5.1,4.5.2,4.6,8.3.1,9.7.1,11.4.9, Portions of the Work 11.4.10 5.2 Architect Basic Definitions THIS DOCUMENT HAS IMPORTANT LEGAL 4.1 1.1 CONSEQUENCES.CONSULTATION WITH AN Architect,Definition of Bidding Requirements ATTORNEY IS ENCOURAGED WITH r RESPECT TO ITS COMPLETION OR 4.1.1 1.1.1,1.1.7,5.2.1,11.5.1 MODIFICATION.AUTHENTICATION OF THIS Architect,Extent of Authority Boiler and Machinery Insurance ELECTRONICALLY DRAFTED AIA 2.4,3.12.7,4.2,4.3.6,4.4,5.2,6.3,7.1.2,7.3.6, 11.4.2 DOCUMENT MAY BE MADE BY USING AIA 7-4,9.2,9.3.1,9.4,9.5,9.8-3,9.10.1, 9.10.3,12.1, Bonds,Lien DOCUMENT D401. 12.2.1,13.5.1,13.5.2,14.2.2,14.2.4 9.10.2 Architect,Limitations of Authority and Bonds,Performance,and Payment This document has been approved and Responsibility 7.3.6.4,9.6.7,9.10.3,11.4.9,11.5 endorsed by The Associated General 2.1.1,3.3.3,3.12.4,3.12.8,3.12.10,4.1.2,4.2.1, Building Permit Contractors of America. rr� 4-2-2,4-2.3,4.2.6,4.2-7,4.2.10,4.2.12,4.2.13, 3.7.1 445-2.1,74,94-2,9.649.6.6 Capitalization Architect's Additional Services and Expenses 1.3 2.4,11.4-1.1,12.2.1,13-5.2,13-5.3,14.2.4 Certificate of Substantial Completion Architect's Administration of the Contract 9.8.3,9.8.4,9.8.5 3.1.3, 4.2,4344-4,94,96 Certificates for Payment Architect's Approvals 4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1, 2.4,3.1.3,3.5.1,3.10.2,4.2.7 9.10.1,9.10.3,13.7,14.1-1.3,14.2.4 Architect's Authority to Reject Work Certificates of Inspection,Testing or Approval 3.5.1,4.2.6,12.1.2,12.2.1 13.5.4 Architect's Copyright Certificates of Insurance rw 1.6 9.10.2,11-1.3 Architect's Decisions Change Orders 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1, 1.1.1,2.4.1,3.4.2,3.8.2.3,3.11.1,3.12.8,4.2.8, 4.4.5,4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2, 4.3.4,4.3.9,5.2.3,7.1,7.2,7.3,8.3.1,9.3.1.1, rr 9.4,9.5.1,9.8.4,9.9.1,13.5.2,14.2.2,14.2.4 9.10.3,11.4-1.2,11-4.4,11-4.9,12.1.2 Architect's Inspections Change Orders,Definition of 4-2-2,4-2-9,4-3.4,9.4.2,9.8-3,9.9.2,9.10.1,13.5 7.2.1 Architect's Instructions CHANGES IN THE WORK 3.2.3,3.3.1,4.2.6,4.2.7,4.2.8,7.4.1,12.1,13.5.2 3.11,4.2.8,7,8.3-1,9.3-1.1,11-4.9 Architect's Interpretations Claim,Definition of .w�. 4.2.11,4.2.12,4.3.6 4.3.1 Architect's Project Representative rr� Claims and Disputes 4 210 Architect's Relationship with Contractor 3.2.3,4.3,4.4,4.5,4.6,6.1.1,6.3,7.3.8,9.3.3, 1.1.2,1.6,3.1.3,3.2.1,3.2.2,3.2.3,3.3.1,3.4.2, 9.10.4,10.3.3 ,E 3.5.1,3.7.3,3.10,3.11,3.12,3.16,318,4.1.2,4.1.3, Claims and Timely Assertion of Claims ,I,E 4.2,4.3.4,4.4.1,4.4.7,5.2,6.2.2,7,8.3.1,9.2, 4.6.5 9.3,9.4,9.5,9.7,9.8,9.9, 10.2.6,10.3,11.3, Claims for Additional Cost 01997 AIA® 11-4-7,12,13-4.2,13-5 3.2.3,4.3.4,4.3.5,4.3.6,6.1.1,7.3.8,10.3.2 AIA DOCUMENT A201-1997 Architect's Relationship with Subcontractors Claims for Additional Time GENERAL CONDITIONS OF THE dll� CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. ■If States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 330/2003. 2 IWi 3.2-3,4-3.4,4.3.7,6.1.1,8.3.2,10-3.2 1.1.2 Claims for Concealed or Unknown Conditions CONTRACT, TERMINATION OR 4.3.4 SUSPENSION OF THE Claims for Damages 5-4-1.1,11-4.9, 14 3-2-3,318,4-31o,6.1.1,8.3-3,9.5.1,9-6.7,10-3.3, Contract Administration 11-1.1,11-4.5,11-4.7,14-1.3,14.2.4 sn Claims Subject to Arbitration Tact 4,9.4,9.5 1 Contract Award and Execution,Conditions 4-4.1,4.5.12 4.6.1 Relating to Cleaning Up 3.15,6. 3-7.1,3.10,5.2,6.1,11-1.3,11-4.6,11-5.1 3 Contract Documents,The Commencement of Statutory Limitation Period 1,1,1.2 13.7 Contract Documents,Copies Furnished and We Commencement of the Work,Conditions of rr Relating to 1.6,2.2-5,5.3 2.2.1,3.2.1,3.4.1,3.7.1,3.10.1,3.12.6,4.3.5,5.2.1, Contract Documents,Definition of THIS DOCUMENT HAS IMPORTANT LEGAL 5.2.3,6.2.2,8.1.2,8.2.2,8.3-1,11.1, 11-4.1,11-4.6, CONSEQUENCES.CONSULTATION WITHAN 11.5.1 Contract Sum ATTORNEY IS ENCOURAGED WITH +r■+ Commencement of the Work,Definition of 3.8,4.3.4,4.3.5,4.4.5,5.2.3,7.2,7.3,7.4,9.1, RESPECT TO ITS COMPLETION OR 8.1.2 9.4.2,9.5.1.4,9.6-7,9.7,10-3.2,11-4.1, 14.2.4, MODIFICATION.AUTHENTICATION OF THIS Communications Facilitating Contract 14.3.2 ELECTRONICALLY DRAFTED AIA Administration Contract Sum,Definition of DOCUMENT MAY BE MADE BY USING AIA 3.9.1, 4.2.4 9.1 DOCUMENT D401. Completion,Conditions Relating to Contract Time 1.6.1,3.4.1,3.11,3.15,4.2.2,4.2.9,8.2,9.4.2,9.8, 4.3.4,4.3.7,4.4.5,5.2.3,7.2.1.3,7.3,7.4,8.1.1, This document has been approved and .rr 9.9.1,9.10,12.2,13.7,14.1.2 8.2,8.3.1,9.5.1,9.7,10.3.2,12.1.1, 14.3.2 endorsed by The Associated General COMPLETION, PAYMENTS AND Contract Time,Definition of Contractors of America. 9 8.1.1 Completion,Substantial CONTRACTOR rrll 4.2.9,8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, 3 9.10.4.2,12.2,13.7 Contractor,Definition of Compliance with Laws 3.1,6.1.2 1.6.1,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4.4.8, Contractor's Construction Schedules ++r 4.6.4,4.6.6,9.6-4,10.2.2,11.1,11.4,13.1,13.4, 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 13.5.1,13.5.2,13.6,14.1.1,14.2.1.3 Contractor's Employees Concealed or Unknown Conditions 3.3.2,3.4.3,3.8•1,3.9,3.18.2,4.2.3,4.2.6,10.2, 4.3-4,8.3.1,10.3 10.3,11.1.1,11.4.7,14.1,14.2.1.1, +N Conditions of the Contract Contractor's Liability Insurance 1.1.1,1.1.7,6.1.1,6.1.4 11.1 Consent,Written Contractor's Relationship with Separate 1.6,3.4.2,3.12.8,3.14.2,4.1.2,4.3.4,4.6-4,9.3.2, Contractors and Owner's Forces 9.8-5,9.9.1,9.10.2,9.10.3,11-4.1, 13.2,13.4.2 3.12.5,3.14.2,4.2.4,6,11.4.7,12.1.2,12.2.4 CONSTRUCTION BY OWNER OR BY Contractor's Relationship with Subcontractors SEPARATE CONTRACTORS 1.2.2,3.3.2,3.18.1,3.18.2,5,9.6.2,9.6-7,9.10.2, err 1.1-4,6 11.4-1.2,11-4.7,11-4.8 Construction Change Directive,Definition of Contractor's Relationship with the Architect 7.3.1 1.1.2,1.6,3.1.3,3.2.1,3.2.2,3.2.3,3.3.1,3.4.2, Construction Change Directives 3.5-1,3-7.3,3.10,3.11,3.12,3.16,3.18, 1.2,4.1. , g 4• 3 1.1.1,3.12.8,4.2.8,4.3.9,7.1,7.3,9.3.1.1 4.2,4.3.4,4.4.1,4.4.7,5.2,6.2.2,7,8.3.1,9.2, Construction Schedules,Contractor's 9.3,9.4,9-5,9-7,9.8,9.9, 10.2.6,10.3,11.3, 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 11-4.7,12,13-4.2,13.5 A Contingent Assignment of Subcontracts Contractor's Representations f.+ y 5.4,14.2.2.2 1.5.2,3.5.1,3.12.6,6.2.2,8.2.1,9.3.3,9-8.2 Continuing Contract Performance Contractor's Responsibility for Those 4.3.3 Performing the Work 01997 AIA® Contract,Definition of 3.3.2,3•i8,4.2.3,4.3.8,5.3.1,6.1.3,6.2,6.3,9.5.1, AIA DOCUMENT A201-1997 rr 10 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION »Copyrig t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 y T e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects wo quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until �,. the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 3 a.r Contractor's Review of Contract Documents 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1, ' 1.5.2,3.2,3.7.3 6 6. 6 8 8.1-38.3192,445 . . ,4.4• >4.5> 3,7.3• �7.3• , - • Contractor's Right to Stop the Work 9.4,9.5.1,9.8.4,9.9.1,13.5.2,14.2.2,14.2.4 9-7 Decisions to Withhold Certification Contractor's Right to Terminate the Contract 9.4.1,9.5,9.7,14.1.1.3 ' 4.3.10,14.1 Defective or Nonconforming Work,Acceptance, Contractor's Submittals Rejection and Correction of 3-10,3.11,3-12,4.2-7,5.2.1,5.2-3,7-3-6,9-2,9.3, 2.3,2.4,3.5.1,4.2.6,6.2.5,9.5.1,9.5.2,9.6.6, 9.8.2,9.8.3,9.9.1,9.10.2,9.10.3, 11.1.3,11.5.2 9.8.2,9.9.3,9.10.4,12.2.1,13.7.1.3 ' Contractor's Superintendent Defective Work,Definition of 3.9,10.2.6 3.5.1 Contractor's Supervision and Construction Definitions Procedures 1.1,2.1.1,3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, ' 1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7,4.3.3,6.1.3, 4.3.1,5.1,6.1.2,7.2.1,7.3.1,7.3.6,8.1, 9.1,9.8.1 6.2.4,7.1.3,7.3.4,7.3.6,8.2,10,12,14 Delays and Extensions of Time Contractual Liability Insurance 3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5.2.3,7.21,7.31, THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN 11.1.1.8,11.2,11.3 7.4-1,7.5.1,8.3,9.5.1,9.7-1,10.3.2, 1o.6.1,14.3.2 ' ATTORNEY IS ENCOURAGED WITH Coordination and Correlation Disputes RESPECT TO ITS COMPLETION OR 1.2,1.5.2,3.3.1,3.10,3.12.6,6.1.3,6.2.1 4.1.4,4.3,4.4,4.5,4.6,6.3,7.3.8 MODIFICATION.AUTHENTICATION OF THIS Copies Furnished of Drawings and Documents and Samples at the Site ELECTRONICALLY DRAFTED AIA Specifications 3.11 DOCUMENT MAY BE MADE BY USING AIA 1.6,2.2.5,3.11 Drawings,Definition of DOCUMENT D401. Copyrights 1.1.5 1.6,3.17 Drawings and Specifications,Use and This document has been approved and Correction of Work Ownership of endorsed by The Associated General 2.3,2.4,3.7.4,4.2.1,9.4.2,9.8.2,9.8.3,9.9.11 1.1-1,1.3,2.2.5,3.11,5.3 Contractors of America. ■w 12.1.2,12.2,13.7.1.3 Effective Date of Insurance Correlation and Intent of the Contract 8.2.2,11.1.2 Documents Emergencies 1.2 4.3.5,10.6,14.1.1.9 Cost,Definition of Employees,Contractor's 7.3.6 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6,10.2, Costs 10.3,11-1.1,11-4.7,14.1,14.2.1.1 2.4,3.2.3,3.7.4,3.8.2,3.15.2,4.3>5-4.21 6.1.1, Equipment,Labor,Materials and 6.2.3,7.3.3.3,7.3.6,7.3.7,7.3.8,9.10.2,10.3.2, 1.1-3,1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13,3.15.1, 10.5,11.3,11.4,12.1,12.2.1,12.2.4,13.5,14 4.2.6,4.2.7,5.2.1,6.2.1,7.3.6, 9.3.2,9.3.3, Cutting and Patching 9.5.1.3,9.10.2,10.2.1,10.2-4,14.2.1.2 6.2.5,3.14 Execution and Progress of the Work " Damage to Construction of Owner or Separate 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, Contractors 3.10,3.12,3.14,4.2.2,4.2.3,4.3.3,6.2.2,7.1.3, 3.14.2,6.2.4,9.2.1-5,10.2.1-2,10.2.5,10.6,na, 7.3.4,8.2,9.5,9.9.1,10.2,10.3,12.2,14.2,14.3 11.4,12.2.4 Extensions of Time Damage to the Work 3.2-3,4.3.1,4.3-4,4.3.7,4.4.5,5.2-3,7.2-1,7.3, 3.14.2,9.9.1,10.2.1.2,10.2-5,10.6,11.4,12.2.4 7.4.1,9.5-1,9.7.1,10-3.2,10.6.1,14.3.2 Damages,Claims for Failure of Payment 3.2.3,3.18,4.3.1o,6.1.1,8.3.3,9.5.1,9.6.7,10.3.3, 4.3.6,9.5.1.3,9.7,9.10.2,14.1.1.3,14.2.1.2,13.6 11.1.1,11.4.5,11.4.7,14.1.3,14.2.4 Faulty Work �■ Damages for Delay (See Defective or Nonconforming Work) 6.1.1,8-3-3,96A.6,51-7,10-3.2 Final Completion and Final Payment Date of Commencement of the Work, 4.2.1,4.2.9,4-3.2,9.8.2,9.10,11.1.2,11.1.3,11.4.1, t ,'WN Definition of 11.4.5,12.3.1,13.7,14.2.4,14.4.3 8.1.2 Date of Substantial Completion,Definition of Financial Arrangements,Owner's 2.2.1,13.2.2,14.1-1.5 8.1.3 Fire and Extended Coverage Insurance Day,Definition of ®1997 AIA® 11.4 AIA DOCUMENT A201-1997 8.1.4 GENERAL PROVISIONS GENERAL CONDITIONS OF THE Decisions of the Architect CONTRACT FOR CONSTRUCTION »Copyng t 911, 1915, 1918, 1925, 19 51, 195 37, I. 8, 1961, 1963, 966, 1967, 1970, 1976, 1987, © 1997 y The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/2612002. AIA ra License Number 1008538,which expires on 3/30/2003. 4 No �a. 1 13.6 Governing Law Interpretation nrr 13.1 1.2-3, 1.4,4-1-1,43-1,51,6.1.2,8.1.4 Guarantees(See Warranty) Interpretations,Written Hazardous Materials 4.2-11,4.2.12,4.3.6 10.2.4, 10.3,10.5 Joinder and Consolidation of Claims Required wrr - Identi£cation of Contract Documents 4.6.4 1.5.1 Judgment on Final Award Identification of Subcontractors and Suppliers 4.6.6 5.2.1 Labor and Materials,Equipment Indemnification 1.1-3,1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13, 3.17,3.18,9.10.2,10-3.3,10.5,11.4-1.2,11-4.7 3.15.1,42.6,4.2.7,5.21,6.2.1,7.3.6, 9.3.2,9.3.3, Information and Services Required of the Owner 9.5.1.3,9.10-2,10.2.1,10.2-4,14.2.1.2 +++ 2.1.2,2.2,3.2.1,3.12.4,3.12.10,4.2-7,4.3.3,6.1.3, Labor Disputes 6-1.4,6.2-5,9.3-2,9-6.1,9.6-4,9-'9.2, 9.10.3, 8.3.1 THIS DOCUMENT HAS IMPORTANT LEGAL 10-3.3,11.2,U-4,13-5.1,13-5.2,14.1-1.4,14-1.4 Laws and Regulations CONSEQUENCES.CONSULTATION WITH AN Injury or Damage to Person or Property 1.6,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4.4.8,4.6, ATTORNEY IS ENCOURAGED WITH 4.3.8,10.2,10.6 9.6-4,9.9.1110.2.2,11.1,11.4,13.1, 13.4,13.5.1, RESPECT TO ITS COMPLETION OR Inspections 13-5.2,13.6,14 MODIFICATION.AUTHENTICATION OF THIS 3.1.3,3.3.3,3.7.1,4.2.2,4.2.6,4.2.9,9.4.2,9.8.2, Liens ELECTRONICALLY DRAFTED AIA 9.8-3,9.9.2,9.10.1,12.2.1,13.5 2.1.2,4.4.8,8.2.2,9.3.3,9.10 DOCUMENT MAY BE MADE BY USING AIA Limitation on Consolidation or Joinder DOCUMENT D401. Instructions to Bidders l 1.1.1 4.6.4 Instructions to the Contractor Limitations,Statutes of This document has been approved and 3.2.3,3.3.1,3.8.1,4.2.8,5.2.1,7,12,8.2.2,13.5.2 4.6.3,12.2.6,13.7 endorsed by The Associated General Insurance Limitations of Liability Contractors of America. 3.18.1,6.1.1,7.3.6,8.2.1,9.3.2,9.8.4,9.9.1, 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.10,3.17,318, 9.10.2, 9.10.5,11 4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4, 9.6.7, air Insurance,Boiler and Machinery 9.10.4,10-3.3,10.2-5,11.1.2,11.2.1,11-4.7,12.2-5, 11.4.2 13.4.2 Insurance,Contractor's Liability Limitations of Time 11.1 2.1.2,2.2,2.4,3.2.1,3.7.3,3.10,3.11,3.12.5,3.15.1, M Insurance,Effective Date of 4.2-7,4-3,4-4,4.5,4-6,5.2,5.3, 5.4,6.2-4,7.3, 8.2.2,11.1.2 7.4,8•2,9.2,9.3.1,9.3.3,9.4.1,9.5,9.6,9.7,9.8, Insurance,Loss of Use 9-919.10,11.1.3,11.4-1.5,11-4.6,11.4-10,12.2,13.5, 11.4.3 13.7,14 om Insurance,Owner's Liability Loss of Use Insurance 11.2 11.4.3 Insurance,Project Management Protective Material Suppliers Liability 1.6,3.12.1,4.2.4,4.2.6,5.2.1,9.3,9.4.2,9.6, rr 11.3 9.10.5 Insurance,Property Materials,Hazardous 10.2-5, 11.4 10.2.4,10.3,10.5 Insurance,Stored Materials Materials,Labor,Equipment and 1.1. 1.1.6,1.6.1,3.4,3.5.1,3.8.2, 8.2 9.3.2,11.4.1.4 3, 3• 3,3.12,3.13, INSURANCE AND BONDS 3-15-1,4.2.6,4.2-7,5.2.1,6.2.1, 7.3.6,9.3.2,9.3.3, 11 9.5.1.3,9.10.2,10.2.1,10.2-4,14.2.1.2 ,.. Insurance Companies,Consent to Partial Means,Methods,Techniques,Sequences and Occupancy Procedures of Construction 3.3.1,3.12.10,4.2.2,4.2.7,9.4.2 9.9.1,11.4.1.5 Mechanic's Lien Insurance Companies,Settlement with .�•j -s;�; 4.4.8 11.4.10 Mediation Intent of the Contract Documents 1.2.1,4.2-7,4.2.12,4.2.12,4.2.1 , 4.4.1,4.4.5,4.4.6,4.4.8,4.5,4.6.1,4.6.2,8.3.1, 7 3 7.4 01997 AIA® Interest 10.5 AIA DOCUMENT A201-1997 Minor Changes in the Work GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 967, 1970, 1976, 1987, © 1997 y The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects do quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 5 .r 1.1.1,3.12.8,4.2.8,4-3.6,7.1,7.4 11.2 ' MISCELLANEOUS PROVISIONS Owner's Loss of Use Insurance 13 11.4.3 Modifications,Definition of Owner's Relationship with Subcontractors 1.1.1 1.1.2,5.2,5.3,5.4,9.6-4,9.10.2,14.2.2 Modifications to the Contract Owner's Right to Carry Out the Work 1.1.1,1.1.2,3.7.3,3.11,4.1.2,4.2.1,5.2.3,7,8.3.1, 2.4,12.2-4-14.2.2.2 9.7,10.3.2,11.4.1 Owner's Right to Clean Up Mutual Responsibility 6.3 ' 6,2 Owner's Right to Perform Construction and to Nonconforming Work,Acceptance of Award Separate Contracts 9.6.6,9.9.3, 12.3 6.1 Nonconforming Work,Rejection and Owner's Right to Stop the Work Correction of 2.3 2.3,2.4,3.5.1,4.2.6,6.2.5,9.5.1,9.8.2,9.9.3, Owner's Right to Suspend the Work THIS DOCUMENT HAS IMPORTANT LEGAL 9.10.4,12.2.1,13.7-1.3 14.3 CONSEQUENCES.CONSULTATION WITH AN ' Notice Owner's Right to Terminate the Contract ATTORNEY IS ENCOURAGED WITH 2.2.1,2.3,2.4,3.2.3,3.3.1,3.7.2,3.7.4,3.12.9,4.3, 14.2 RESPECT TO ITS COMPLETION OR 4.4.8,4.6.5,5.2.1,8.2.2,9.7,9.10,10.2.2,11.1.3, Ownership and Use of Drawings,Specifications MODIFICATION.AUTHENTICATION OF THIS U-4.6,12.2.2,12.2-4,13.3,13-5.1,13-5.2,14.1,14.2 and Other Instruments of Service ELECTRONICALLY DRAFTED AIA , Notice,Written 1.1.1, 1.6,2.2-5,3.2-1,3.11.1,3.17.1,4.2.12,5.3 DOCUMENT MAY BE MADE BY USING AIA 2.3,2.4,3.3.1,3.9,3.12.9,3.12.10,4.3,4.4.8, Partial Occupancy or Use DOCUMENT D401. 4.6.5,5.21,8.2.2,9.7,9.10,10.2.2,10.3, 11.1.3, 9.6.6,9.9,11.4-1.5 This document has been approved and 11.4.6,12.2.2,12.2.4, 13.3,14 Patching,Cutting and endorsed by The Associated General Notice of Testing and Inspections 3.14,6.2.5 Contractors of America. 13.5.1,13.5.2 Patents Notice to Proceed 3.17 8.2.2 Payment,Applications for Notices,Permits,Fees and 4.2-5,7.3.8,9.2,9.3,9.4,9.5.1,9-6-3,9-7-1, w 2.2.2,3.7,3.13,7.3.6.4,10.2.2 Observations,Contractor's 9.8.5,9.10.1,9.10.3,9.10.5,11.1.3,14.2.4,14.4.3 Payment,Certificates for 1.5.2,3.2,3.7.3,4.3.4 4.2.5,4.2.9,9.3.3,9.4,95,9.6.1,9.6.6,9.7.1, Occupancy 2.2.2,9.6.6,9.8,11.4.1.5 9.10.1,9.10.3,13.7,14.1-1.3,14.2.4 Orders,Written Payment,Failure of 1.1.1,2.3,3.9,4.3.6,7,8.2.2,u-4.9,12.1,12.2, 4.3.6,9.5-1.3, 9.7,9.10.2,14.1.1.3,14.2.1.2,13.6 13-5.2,14-3.1 Payment,Final OWNER 4.2.1,4.2.9,4.3.2,9.8.2,9.10,11.1.2,11.1.3,11.4.1, 2 11.4.5,12.3.1,13.7,14.2.4,14.4.3 Owner,Definition of Payment Bond,Performance Bond and 2.1 7.3.6.4,9.6.7,9.10.3,11.4.9, 11.5 Owner,Information and Services Required of Payments,Progress the 4.3.3,9.3,9.6,9.8.5,9.10.3,13.6,14.2.3 2.1.2,2.2,3.2.1,3.12.4,3.12.10,4.2.7,4.3.3,6.1.3, PAYMENTS AND COMPLETION 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,U-4,13-5.1,13-5.2,14.1-1.4,14-1.4 Payments to Subcontractors Owner's Authority 5.4.2,9.5.1.3,9.6.2,9.6.3,9.6.4,9.6.7,11.4.8, 1.6,2.1.1,2.3,2.4,3.4.2,3.8.1,3.12.10,3.14.2, PCB 14.2.1.2 rr� 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, 10.3.1 i 9.5.1,9.9.1,9.10.2, 10.3.2,11.1.3,11.3.1,11.4.3, Performance Bond and Payment Bond 11.4.10,12.2.2,12.3.1,13.2.2,14.3,14.4 7.3.6-4,9-6.7,9.10.3,11-4.9, 11.5 >•r1rtl�r �„ Owner's Financial Capability Permits,Fees and Notices 2.2.1,13.2.2,14.1-1.5 2.2.2,3.7,3.13,7.3.6-4,10.2.2 01997 AIA® Owner's Liability Insurance PERSONS AND PROPERTY, PROTECTION AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE girl CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, m 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. rrr States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/2612002. AIA s License Number 1008538,which expires on 3/30/2003. 6 a. OF Review of Shop Drawings,Product Data and 10 Samples by Contractor Polychlorinated Biphenyl 3.12 10.3.1 Rights and Remedies Product Data,Definition of 1.1.2,2.3,2.4,3.5.1,3.15.2,4.2.6,4.3.4,4.5,4.6, 3.12.2 5.3,5.4,6.1,6.3,7.3.1,8.3,9.5-1,9.7, 10.2.5,10.3, "' Product Data and Samples,Shop Drawings 12.2.2,12.2.4, 13.4,14 3.u,3.12,4.2.7 Royalties,Patents and Copyrights Progress and Completion 3.17 an 4-2.2,4.3-3,8.2,9.8,9.9.1,14.1.4 Rules and Notices for Arbitration Progress Payments 4.6.2 4.3-3,9-3,9.6,9.8-5,9.10.3,13.6,14.2.3 Safety of Persons and Property Project,Definition of the 10.2,1o.6 1.1.4 Safety Precautions and Programs Project Management Protective Liability 3.3.1,4.2.2,4.2.7,5.3.1, 10.1,10.2,1o.6 THIS DOCUMENT HAS IMPORTANT LEGAL Insurance Samples,Definition of CONSEQUENCES.CONSULTATION W/THAN Project Manual,Definition of the Samples,Shop Drawings,Product Data and ATTORNEY IS ENCOURAGED WITH 1 RESPECT TO ITS COMPLETION OR 1.1.7 3.11,3.12,4.2.7 MODIFICATION.AUTHENTICATION OF THIS Project Manuals Samples at the Site,Documents and ELECTRONICALLY DRAFTED AIA v 2.2.5 3.11 DOCUMENT MAY BE MADE BY USING AIA Project Representatives Schedule of Values DOCUMENT D401. 4.2.10 9.2,9-3-1 Property Insurance Schedules,Construction This document has been approved and Am 10.2.5, 11.4 11.4 endorsed by The Associated General 5 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 Contractors of America. PROTECTION OF PERSONS AND Separate Contracts and Contractors PROPERTY 1.1.4,3.12.5,3.14.2,4.2.4,4.2.7,4.6.4,6,8.3.1, 10 11.4.7, 12.1.2,12.2.5 "O Regulations and Laws Shop Drawings,Definition of 1.6, 2.2, 6,3.7,3.12.10, 1 1.1, 3.12.1 3• 3• 3. 3 4• 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, Shop Drawings, Samples 13.5.2,13.6,14 3•u,3.12,4.2.7 Rejection of Work Site,Use of 3.5-1,4.2.6,12.2.1 3.13,6.1.1,6.2.1 Releases and Waivers of Liens Site Inspections ,rr 9.10.2 1.2.2,3.2.1,3.3.3,3.7.1,4.2,4.3.4,9.4.2,9.10.1, Representations 13.5 1.5.2,3.5.1,3.12.6,6.2.2,8.2.1,9.3.3,9.4.2,9.5.1, Site Visits,Architect's 9.8.2,9.10.1 4.2.2,4.2.9,4.3.4,9.4.2,9.5.1,9.9.2,9.10.1,13.5 Representatives Special Inspections and Testing 2.1.1,3.1.1,3.9,4.1.1,4.2.1,4.2.10,5.1.1,5.1.2, 4.2.6,12.2.1,13.5 13.2.1 Specifications,Definition of the Resolution of Claims and Disputes 1.1.6 4.4,4.5,4.6 Specifications,The Responsibility for Those Performing the Work 1.1.1, 1.1.6,1.1.7,1.2.2,1.6,3.11,3.12.10,3.17 3.3.2,3J8,4.2.3,4.3.8,5.3.1,6.1.3,6.2,6.3,9.5.1, Statute of Limitations 10 4.6.3,12.2.6,13.7 "' "- Retainage Stopping the Work 9.3.1,9.6.2,9.8.5,9.9.1,9.10.2,9.10.3 2.3,4.3.6,9.7,10.3,14.1 Review of Contract Documents and Field Stored Materials , Conditions by Contractor 6.2.1,9.3.2,10.2.1.2,10.2-4,11.4-1.4 #.. .jy 1.5.2,3.2,3.7.3,3.12.7,6.1.3 Subcontractor,Definition of Review of Contractor's Submittals by Owner and 5.1.1 Architect SUBCONTRACTORS 01997 AIA® .rr 3.10.1,3.10.2,3.11,3.12,4.2,5.2,6.1.3,9.2,9.8.2 5 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 7 rr r� Subcontractors,Work by TERMINATION OR SUSPENSION OF THE 1.2.2,3.3.2,3.12.1,4-2-3,5.2.3,5.3,5.4,9.3.1.2 CONTRACT 9.6.7 14 Subcontractual Relations Tests and Inspections 5.3,5.4,9.3.1.2,9.6,9.10 10.2.1,11-4.7,11-4.8, 3.1-3,3.3.3,4.2.2,4.2.6,4.2.9,9.4-2,9.8-3,9.9.2, 14.1,14.2.1,14-3.2 9.10.1,10-3.2,11.4-1.1,12.2.1,13.5 Submittals TIME 1.6,3.10,3.11,3.12,4.2-7,5.2.1,5.2-3,7.3-6,9.2, 8 9.3,9.8,9.9.1,9.10.2,9.10.3,11.1.3 , Subrogation,Waivers of Time,Delays and Extensions of 6.1.1,11-4.5,11.4.7 3.2-3,4.3.1,4.3.4,4.3.7,4.4.5,5.2-3,7.2.1,7.3.1, Substantial Completion 7.4.1,7.5.1,8.3,9.5.1,9.7.1,10.3.2, 1o.6.1,14.3.2 4.2.9,8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, Time Limits ' 9.10-4.2,12.2,13.7 2.1.2,2.2,2.4,3.2.1,3.7.3,3.10,3.11,3.12.5,3.15.1, Substantial Completion,Definition of 4-2,4.3,4.4,4.5,4-6,5-2,5.3,5-4, 6.2-4,7.3, 9.8.1 7.4,8.2,9.2,9-3-1,9.3.3,9.4.1,9.5,9.6,9.7,9.8, THIS DOCUMENT HAS IMPORTANT LEGAL Substitution of Subcontractors 9.9,9.10,11.1.3,11.4-1.5, 11-4.6,11.4-10,12.2,13.5, CONSEQUENCES.CONSULTATION WITHAN ' .4 13.7,14 ATTORNEY IS ENCOURAGED WITH 5.2-3,5.2.4 Substitution .4 Architect Time Limits on Claims RESPECT TO ITS COMPLETION OR 4.3.2,4.3.4,4.3.8,4.4,4.5,4.6 MODIFICATION.AUTHENTICATION OF THIS 4.1.3 ELECTRONICALLY DRAFTED AIA ' Substitutions of Materials Title to Work DOCUMENT MAYBE MADE BY U51NG AIA 3.4.2 3.5.1,7.3.7 9.3.2 9.3.3 DOCUMENT D401. Sub-subcontractor,Definition of UNCOVERING AND CORRECTION OF 5.1.2 WORK This document has been approved and Subsurface Conditions 12 endorsed by The Associated General 4.3.4 Uncovering of Work Contractors of America. Successors and Assigns 12.1 13.2 Unforeseen Conditions Superintendent 4-3-4,8.3.1,10.3 rir 3.9,10.2.6 Unit Prices Supervision and Construction Procedures 4.3.9,7.3.3.2 1.2.2, 3.3, 3.4,3.12.10,4.2.2,4.2-7,4.3.3,6.1.3, Use of Documents 6.2-4,7.1.3,7.3.6,8.2,8.3.1,9.4.2,10, 12,14 1.1.1,1.6,2.2-5,3-12.6,5.3 M Surety Use of Site 4.4.7,5.4.1.29.8.5,9.10.2,9.10.3,14.2.2 3.13,6.1.1,6.2.1 Surety,Consent of Values,Schedule of 10.2,9.10. 9• 3 9.2,9.3.1 Surveys Waiver of Claims by the Architect 2.2.3 13.4.2 Suspension by the Owner for Convenience Waiver of Claims by the Contractor 14.4 4.3-10,9.10.5,11-4.7,13-4.2 Suspension of the Work Waiver of Claims by the Owner 5.4.2,14.3 4.3.10,9.9.3,9.10.3,9.10.4,11.4.3,11.4.5,11.4.7, Suspension or Termination of the Contract 12.2.2.1,13-4.2,14.2.4 06 4.3.6,5.4.1.1,11.4.9,14 Waiver of Consequential Damages Taxes 4.3.10,14.2.4 3.6,3.8.2.1,7.3.6.4 Waiver of Liens Termination by the Contractor 9.10.2,9.10.4 .r 4.3-10, 14.1 Waivers of Subrogation Termination by the Owner for Cause 6.1.1,11.4.5, 11.4.7 4-3-10,5.4.1.1,14.2 Warranty Termination of the Architect 3.5,4.2.9,4.3.5.3,9.3.3,9.8.4,9.9.1,9.10.4, �rrrlmu �" 4.1.3 12.2.2,13.7-1.3 Termination of the Contractor Weather Delays 01997 AIA® 14.2.2 4.3.7.2 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The ' American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced ' with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 8 Work,Definition of 4.6.5,5.2.1,8.2.2,9.7,9.10,10.2.2,10.3, 11.1.3, 1.1.3 11-4.6,12.2.2,12.2-4, 13.3,14 err Written Consent Written Orders 1.6,3.4.2,3.12.8,3.14.2,4.1.2,4.3.4,4.6.4,93.2, 1.1.1,2.3,3.9,4.3.6,7,8.2.2,11.4.9,12.1,12.2, 9.8-5,9.9.1,9.10.2,9.10.3,11-4.1, 13.2,13.4.2 13.5.2,14.3.1 Written Interpretations + 4.2.11,4.2.12,4.3.6 Written Notice 2.3,2.4,33.1,3.9,3.12.9,3.12.10,4.3,4.4.8, 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 THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other ATTORNEY IS ENCOURAGED WITH Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, RESPECT TO ITS COMPLETION OR other documents listed in the Agreement and Modifications issued after execution of the MODIFICATION.AUTHENTICATION OF THIS Contract.A Modification is(1)a written amendment to the Contract signed by both parties,(2) ELECTRONICALLY DRAFTED AIA a Change Order,(3) a Construction Change Directive or(4)a written order for a minor change DOCUMENT MAY BE MADE BY USING AIA in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the DOCUMENT D401. Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid,Instructions to Bidders,sample forms,the Contractor's bid This document has been approved and or portions of Addenda relating to bidding requirements). endorsed by The Associated General Contractors of America. 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 obligations under the Contract intended to facilitate performance of the Architect's duties. sr 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. rurr� 1.1.6 THE SPECIFICATIONS 01997 AIA® AIA DOCUMENT A201-1997 4M GENERAL CONDITIONS OF THE »Copyn 192 Copyright 1911, 1915, 1918, 5, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 976, 1987, © 1997 y T e CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until .r the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 9 arr I� The Specifications are that portion of the Contract Documents consisting 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. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN ' 1.2.2 Organization of the Specifications into divisions, sections and articles, and ATTORNEY IS ENCOURAGED WITH arrangement of Drawings shall not control the Contractor in dividing the Work among RESPECT TO ITS COMPLETION OR Subcontractors or in establishing the extent of Work to be performed by any trade. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA ' 1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known DOCUMENT MAY BE MADE BY USING AIA technical or construction industry meanings are used in the Contract Documents in accordance DOCUMENT D401. with such recognized meanings. This document has been approved and 1.3 CAPITALIZATION endorsed by The Associated General � 1.3.1 Terms capitalized in these General Conditions include those which are (1)specifically Contractors of America. defined, (2) the titles of numbered articles and identified references to Paragraphs, Subparagraphs and Clauses in 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 01997 AIA® ' and other documents prepared by the Architect or the Architect's consultants, and unless AIA DOCUMENT A201-1997 otherwise indicated the Architect and the Architect's consultants shall be deemed the authors of GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The , American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced ' with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia — 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 10 ' them and will retain 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 40 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- me 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 A. 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 THIS DOCUMENT HAS IMPORTANT LEGAL construed as publication in derogation of the Architect's or Architect's consultants'copyrights CONSEQUENCES.CONSULTATION WITHAN or other reserved rights. ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR ARTICLE 2 OWNER MODIFICATION.AUTHENTICATION OF THIS 2.1 GENERAL ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred DOCUMENT D401. 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 This document has been approved and matters requiring the Owner's approval or authorization. Except as otherwise provided in endorsed by The Associated General rw Subparagraph 4.2.1, the Architect does not have such authority. The term "Owner" means the Contractors of America. Owner or the Owner's authorized representative. AM 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, Wft 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 .r 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. 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. 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 ®1997 AIA® relevant to the Contractor's performance of the Work under the Owner's control shall be AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 y T e CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects wr quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 11 w furnished by the Owner after receipt from the Contractor of a written request for such information or services. rr 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. THIS DOCUMENT HAS IMPORTANT LEGAL t CONSEQUENCES.CONSULTATION WITH AN 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK ATTORNEY IS ENCOURAGED WITH 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the RESPECT TO IT5 COMPLETION OR Contract Documents and fails within a seven-day period after receipt of written notice from MODIFICATION.AUTHENTICATION OF THIS the Owner to commence and continue correction of such default or neglect with diligence and ELECTRONICALLY DRAFTED AIA promptness,the Owner may after such seven-day period give the Contractor a second written DOCUMENT MAY BE MADE BY USING AlA so notice to correct such deficiencies within a three-day period. If the Contractor within such DOCUMENT D401. 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, This document has been approved and correct such deficiencies. In such case an appropriate Change Order shall be issued deducting endorsed by The Associated General from payments then or thereafter due the Contractor the reasonable cost of correcting such Contractors of America. 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 rr 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 term "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. rir 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 t , Contract Documents relative to that portion of the Work,as well as the information furnished -RX, by the Owner pursuant to Subparagraph 2.2.3, shall take field measurements of any existing r r conditions related to that portion of the Work and shall observe any conditions at the site affecting it.These obligations are for the purpose of facilitating construction by the Contractor 01997 AIA® and are not for the purpose of discovering errors,omissions,or inconsistencies in the Contract AIA DOCUMENT A201-1997 Documents; however, any errors, inconsistencies or omissions discovered by the Contractor GENERAL CONDITIONS OF THE •1 CONTRACT FOR CONSTRUCTION »Copyn e g t 1911, 1915, 918, 1925, 93 , 95 , 958, 1961, 1963, 966, 1967, 1970, 976, 1987, m 1997 y T American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. r� States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 12 rr shall be reported promptly to the Architect as a request for information in such form as the Architect may require. 40 3.2.2 Any design errors or omissions noted by the Contractor during 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 in 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 instructions issued by the Architect in response to the Contractor's notices or r requests for information pursuant to Subparagraphs 3.23 and 3.2.2, the Contractor shall make Claims as provided in Subparagraphs 4.3.6 and 4.3.7. If the Contractor fails to perform the obligations of Subparagraphs 3.2.> and 3.2.2,the Contractor shall pay such costs and damages to THIS DOCUMENT HAS IMPORTANT LEGAL the Owner as would have been avoided if the Contractor had performed such obligations.The CONSEQUENCES.CONSULTATION WITH AN Contractor shall not be liable to the Owner or Architect for damages resulting from errors, ATTORNEY 15 ENCOURAGED WITH inconsistencies or omissions in the Contract Documents or for differences between field RESPECT TO ITS COMPLETION OR measurements or conditions and the Contract Documents unless the Contractor recognized MODIFICATION.AUTHENTICATION OF TH15 such error, inconsistency, omission or difference and knowingly failed to report it to the ELECTRONICALLY DRAFTED AIA Architect. DOCUMENT MAY BE MADE BY USING AIA rr DOCUMENT MI. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES This document has been approved and 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill endorsed by The Associated General and attention.The Contractor shall be solely responsible for and have control over construction Contractors of America. 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 concerning 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 determines that such means, methods, techniques, 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. 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 in 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 executions#y and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. ®1997 AIA® 3.4.2 The Contractor may make substitutions only with the consent of the Owner, after AIA DOCUMENT A201-1997 evaluation by the Architect and in accordance with a Change Order. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))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 The American Institute of Architects QM quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until N the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 13 40 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, ersons not skilled in tasks assigned to them. 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 normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH ' 3.6 TAXES RESPECT TO ITS COMPLETION OR 3.6.1 The Contractor shall pay sales,consumer,use and similar taxes for the Work provided MODIFICATION.AUTHENTICATION OF THIS by the Contractor which are legally enacted when bids are received or negotiations concluded, ELECTRONICALLY DRAFTED AIA whether or not yet effective or merely scheduled to go into effect. DOCUMENT MAY BE MADE BY USING AIA Insert A: 3.6.2 Contractor shall submit records of taxes paid to the Department of DOCUMENT D401. Revenue in conformance with State requirements. Retainage of final payment will be released after State Department of Revenue affidavit is received from the State and This document has been approved and P endorsed by The Associated General other contractual requirements are met. Contractors of America. 3.7 PERMITS, FEES AND NOTICES ,••vcienvise zr-etitraet Decor ents, !`,tivriraete 3.7.1 Unless -presided-i�-tke ,-eke -seeare- a-iad-pay fifer 4lae building perrnit-ate othe omits-ate goveniffiental-fees; heenses-ate- seEared after e*eEution of the-Gmitr-aEt and NvhiEh afe legally required when bids are reeeived eT-- The Contractor shall apply and pay for all necessary permits or licences required for the execution of the Work except that the Owner shall apply and pay for the building permit, demolition permit plan check fee, environmental impact ' statement checklist fees, traffic mitigation fees fire mitigation fees parks mitigation fees, wetland buffer mitigation fees. and L.I.D. fees. 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._ The Contractor's Operations shall meet requirements of applicable Federal State law and all safety regulations set forth in "Safety Standards for Construction" and "General Safety Standards." published and in effect at the time of receipt of bids as ' promulgated by the Department of Labor and Industries. 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, t 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 ®1997 AIA® Owner,the Contractor shall assume appropriate responsibility for such Work and shall bear the AIA DOCUMENT A201-1997 costs attributable to correction. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by T e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 14 3.8 ALLOWANCES " 3.8.1 The Contractor shall include in 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: dw 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; .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 in the allowances; .3 whenever costs are more than or less than allowances,the Contract Sum shall be THIS DOCUMENT HAS IMPORTANT LEGAL adjusted accordingly by Change Order. The amount of the Change Order shall CONSEQUENCES.CONSULTATIONWITHAN reflect (1) the difference between actual costs and the allowances under Clause ATTORNEY IS ENCOURAGED WITH 3.8.2.1 and(2)changes in Contractors costs under Clause 3.8.2.2. RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF THIS 3.8.3 Materials and equipment under an allowance shall be selected by the Owner in ELECTRONICALLY DRAFTED AIA sufficient time to avoid delay in the Work. DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. 3.9 SUPERINTENDENT This document has been approved and 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants endorsed by The Associated General who shall be in attendance at the Project site during performance of the Work. The Contractors of America. superintendent shall 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. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor,promptly after being awarded the Contract,shall prepare and submit 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 submittals 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 ti, 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. ®1997 AIA® 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES AIA DOCUMENT A201- 1997 4M GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Kopyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by T e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects dw quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until AN the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 15 so irn 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 submittal 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 THIS DOCUMENT HAS IMPORTANT LEGAL Contract Documents. Review by the Architect is subject to the limitations of Subparagraph CONSEQUENCES.CONSULTATION WITH AN , 4.2.7. Informational submittals upon which the Architect is not expected to take responsive ATTORNEY IS ENCOURAGED WITH action may be so identified in the Contract Documents. Submittals which are not required by RESPECT TO ITS COMPLETION OR the Contract Documents may be returned by the Architect without action. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve DOCUMENT MAY BE MADE BY U51NGAIA and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals DOCUMENT D401. required by the Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. This document has been approved and Submittals which are not marked as reviewed for compliance with the Contract Documents endorsed by The Associated General and approved by the Contractor may be returned by the Architect without action. Contractors of America. 3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. rIr 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 (>) 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 rr> 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 1, 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 01997 AIA® Contract Documents for a portion of the Work or unless the Contractor needs to provide such AIA DOCUMENT A201-1997 services in order to carry out the Contractor's responsibilities for construction means,methods, GENERAL CONDITIONS OF THE rrfr CONTRACT FOR CONSTRUCTION Kopyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. rre States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 16 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 criteria 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 THIS DOCUMENT HAS IMPORTANT LEGAL Documents. The Contractor shall not be responsible for the adequacy of the performance or CONSEQUENCES.CONSULTATION WITHAN design criteria required by the Contract Documents. ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR 3.13 USE OF SITE MODIFICATION.AUTHENTICATION OF THIS 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ELECTRONICALLY DRAFTED AIA ' DOCUMENT MAY BE MADE BY USING A/A ordinances,permits and the Contract Documents and shall not unreasonably encumber the site DOCUMENT D401. with materials or equipment. This document has been approved and 3.14 CUTTING AND PATCHING endorsed by The Associated General 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to Contractors of America. complete the Work or to make its parts fit together properly. �r 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 altering 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. 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surrounding 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 I Contractor's tools,construction equipment,machinery and surplus materials. 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents,the Owner r 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 ==�° rr 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 01997 AIA® manufacturers is required by the Contract Documents or where the copyright violations are AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ' "Copyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 y The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3130/2003. 17 rr 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 r� them from and against claims, damages, losses and expenses, including 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 indirectly employed by them or anyone for whose acts they may be liable,regardless of whether THIS DOCUMENT HAS IMPORTANT LEGAL or not such claim,damage, loss or expense is caused in part by a party indemnified hereunder. CONSEQUENCES.CONSULTATION WITH AN Such obligation shall not be construed to negate,abridge, or reduce other rights or obligations ATTORNEY 15 ENCOURAGED WITH ft of indemnity which would otherwise exist as to a party or person described in this Paragraph RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF THIS 3.i8. ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA 3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an DOCUMENT D407. 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 This document has been approved and Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of damages, endorsed by The Associated General compensation or benefits payable by or for the Contractor or a Subcontractor under workers' Contractors of America. compensation acts,disability benefit acts or other employee benefit acts. ARTICLE 4 ADMINISTRATION OF THE CONTRACT IN 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 M 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 former Architect. 4.2 ARCHITECT'S 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 r. act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified in writing in accordance with other provisions of the Contract. W. fA;.+# � 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 01997 AIA® completed, (2) to endeavor to guard the Owner against defects and deficiencies in the Work, AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE r1le CONTRACT FOR CONSTRUCTION uCopyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. No States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. user Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 18 rr 4.r and(3)to determine in general if the Work is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, 4r 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 4" these are solely the Contractor's rights and responsibilities under the Contract Documents, except as provided in Subparagraph 3.3.1. rr 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 THIS DOCUMENT HAS IMPORTANT LEGAL provided in the Contract Documents or when direct communications have been specially CONSEQUENCES.CONSUL TATIONWITHAN r authorized,the Owner and Contractor shall endeavor to communicate with each other through ATTORNEY 15 ENCOURAGED WITH the Architect about matters arising out of or relating to the Contract.Communications by and RESPECT TO ITS COMPLETION OR with the Architect's consultants shall be through the Architect. Communications by and with MODIFICATION.AUTHENTICATION OF THIS Subcontractors and material suppliers shall be through the Contractor. Communications by ELECTRONICALLY DRAFTED AIA er and with separate contractors shall be through the Owner. DOCUMENT MAY BE MADE BY USING AIA DOCUMENT MI. 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment,the This document has been approved and Architect will review and certify the amounts due the Contractor and will issue Certificates for endorsed by The Associated General Payment in such amounts. � Contractors of America. 4.2.6 The Architect will have authority to reject Work that does not conform to the r 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 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. ar 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 in the Contract Documents.The Architect's action will be taken with such reasonable r promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors,while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems,all of which remain the responsibility of the Contractor as required by the Contract Documents.The Architect's review 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. ,M 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Paragraph 7.4. ®1997 AIA® AIA DOCUMENT A201-1997 ,Ir GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects rr quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. user Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 19 as 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 rr 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 carrying 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 t 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 THIS DOCUMENT HAS IMPORTANT LEGAL concerning the time within which interpretations required of the Architect shall be furnished in CONSEQUENCES.CONSULTATION WITH AN compliance with this Paragraph 4.2,then delay shall not be recognized on account of failure by ATTORNEY 15 ENCOURAGED WITH ' the Architect to furnish such interpretations until 15 days after written request is made for RESPECT TO ITS COMPLETION OR them. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and DOCUMENT MAY BE MADE BY USING AIA reasonably inferable from the Contract Documents and will be in writing or in the form of DOCUMENT D401. drawings. When making such interpretations and initial decisions,the Architect will endeavor to secure faithful performance by both Owner and Contractor,will not show partiality . either enddocument b h Associated Generals and will not be liable for results of interpretations or decisions so rendered in good faith. Contractors of America. 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 terms of the Contract.The term"Claim"also includes other disputes and matters in 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. 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 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 f. _ , conditions of an unusual nature, which differ materially from those ordinarily found to exist ,ter a,,,, ' and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first AWD DOCUMENT A201-1997 observance of the conditions. The Architect will promptly investigate such conditions and, if GENERAL CONDITIONS OF THE they differ materially and cause an increase or decrease in the Contractor's cost of, or time CONTRACT FOR CONSTRUCTION NCopyng t 1911, 1915, 1918, 1925, 1937, !::p:51, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 y The The American Institute of Architects American Institute of Architects. Fifteenth Edition. Reproduction of the material erein or substantial 1735 New York Avenue,N.W. quotation of its provisions without written permission of the AIA violates the copyright laws of the United Washington, D.C.20006-5292 " States and will subject the violate to legal prosecution. 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 in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA w License Number 1008538,which expires on 3/30/2003. 20 required for,performance of any part of the Work,will recommend an equitable adjustment in 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 arising under Paragraph io.6. THIS DOCUMENT HAS IMPORTANT LEGAL Insert B: 4.3.5.1 When extra work is performed under an approved Change Order CONSEQUENCES.CONSULTATION WITHAN and paid for by acceptable lump sum or mutually agreed prices the Contractor will be ATTORNEY IS ENCOURAGED WITH limited to a markup of 10% overhead and profit including employment taxes fringe RESPECT TO ITS COMPLETION OR benefits related labor costs on materials to be entered into the work and on the MODIFICATION.AUTHENTICA TION OF THIS ELECTRONICALLY DRAFTED AIA ownership or rental costs of construction plant and equipment employed during the DOCUMENT MAY BE MADE BY USING AIA time of the extra work. The markup does not apply to cost of materials DOCUMENT D401. Insert C: When extra work is performed as above by a subcontractor to the General This document has been approved and Contractor, the General Contractor shall be limited to a 10% markup on the endorsed by The Associated General subcontractor's work. Contractors of America. Insert D: No further markup shall be permitted to cover the Contractor's costs for bonding insurance and the like 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 written 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 Claim 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 abnormal 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 ;:, 4 others for whose acts such party is legally responsible,written notice of such injury or damage, AIIW whether or not insured,shall be given to the other party within a reasonable time not exceeding u days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. 01997 AIA® AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 21 4.3.9 If unit prices 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 THIS DOCUMENT HAS IMPORTANT LEGAL the Work. CONSEOUENCES.CONSULTATION WITH AN This mutual waiver is applicable,without limitation,to all consequential damages due to either ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR party's termination in accordance with Article 14.Nothing contained in this Subparagraph 4.3.10 MODIFICATION.AUTHENTICATION OF THIS shall be deemed to preclude an award of liquidated direct damages, when applicable, in ELECTRONICALLY DRAFTED AIA accordance with the requirements of the Contract Documents. DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. No 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 Decision of Architect. Claims,including those alleging an error or omission by the This document has been approved and Architect but excluding those arising under Paragraphs 10.3 through 10.5, shall be referred endorsed by The Associated General initially to the Architect for decision.An initial decision by the Architect shall be required as a Contractors of America. 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 3o days have passed after the Claim has been referred to the Architect with no decision having been rendered by the to 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 rs one or more of the following actions: (1) request additional supporting data from the claimant or a response with supporting 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 inappropriate 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. ■r 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 in whole or in 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 01997 AIA® Contract Time or both.The approval or rejection of a Claim by the Architect shall be final and AIA DOCUMENT A201-1997 binding on the parties but subject to mediation and arbitration. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Kopyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. Washington,D.C.20006-5292 States and will subject the violate to legal prosecution. 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 in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA rIr License Number 1008538,which expires on 3/30/2003. 22 4.4.6 When a written decision of the Architect states that(i)the decision is final but subject arr to mediation and arbitration and (2) a demand for arbitration of a Claim covered by such decision must be made within 3o days after the date on which the party making the demand receives the final written decision, then failure to demand arbitration within said 3o days' period shall result in the Architect's decision becoming final and binding upon the Owner and Contractor.If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence, but shall not supersede arbitration proceedings unless the 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 r or the Owner may,but is not obligated to,notify the surety and request the surety's assistance in resolving the controversy. . THIS DOCUMENT HAS IMPORTANT LEGAL 4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such CONSEQUENCES.CONSUL TATIONWITHAN :,r, Claim may proceed in accordance with applicable law to comply with the lien notice or filing ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR deadlines prior to resolution of the Claim by the Architect,by mediation or by arbitration. MODIFICATION.AUTHENTICATION OF THIS 4.5 MEDIATION ELECTRONICALLY DRAFTED AIA DOCUMENT MAYBE MADE BY USING AIA An 4.5.1 Any Claim arising out of or related to the Contract,except Claims relating to aesthetic DOCUMENT D401. effect and except those waived as provided for in Subparagraphs 4.3.10,9.10.4 and 9.1o.5 shall, after initial decision by the Architect or 3o days after submission of the Claim to the Architect, This document has been approved and "' be subject to mediation as a condition precedent to arbitration or the institution of legal or endorsed by The Associated General equitable proceedings by either party. Contractors of America. 4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the „r, parties mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for mediation shall be filed in writing with the other party to the Contract and with the American Arbitration Association.The request may be made concurrently with the filing of a demand for AM arbitration but, in such event, mediation shall proceed in advance of arbitration or legal or equitable proceedings, which shall be stayed pending mediation for a period of 6o days from the date of filing,unless stayed for a longer period by agreement of the parties or court order. 40 4.5.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. AN 4.6 ARBITRATION 4.6.1 Any Claim arising out of or related to the Contract,except Claims relating to aesthetic 40 effect and except those waived as provided for in Subparagraphs 4.3.10,9.10.4 and gao.5, shall, after decision by the Architect or 3o days after submission of the Claim to the Architect, be subject to arbitration. Prior to arbitration, the parties shall endeavor to resolve disputes by mediation in accordance with the provisions of Paragraph 4.5. 4. Insert E: If a dispute arises out of or relates to this contract or the breach thereof, and If said dispute cannot be resolved through administrative procedures and mediation =% the Contractor shall advise the Architect in writing that arbitration is desired according d. to the mediation rules of the American Arbitration Association Insert F: The costs of such arbitration shall be borne equally by all parties unless it is 01997 AIA® the board's majority opinion that the Contractor's filing of the protest or action is AIA DOCUMENT A201 -1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA "r License Number 1008538,which expires on 3/30/2003. 23 ar r capricious or without reasonable foundation In the latter case, all costs shall be borne by the Contractor. .1. 4.6.2 Claims not 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. The demand for r� arbitration shall be filed in writing 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 4.4.6 and 4.6.1 as applicable,and in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made after the date when institution of legal or ' equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Paragraph 13.7. 4.6.4 Limitation on Consolidation or Joinder. No arbitration arising ut of or relating THIS DOCUMENT CONSULTATION LEGAL g g CONSEQUENCES.CONSULTATION WITH AN ' to the Contract shall include,by consolidation or joinder or in any other manner,the Architect, ATTORNEY IS ENCOURAGED WITH the Architects employees or consultants, except by written consent containing specific RESPECT TO ITS COMPLETION OR reference to the Agreement and signed by the Architect, Owner, Contractor and any other MODIFICATION.AUTHENTICATION OF THIS person or entity sought to be joined.No arbitration shall include,by consolidation or joinder or ELECTRONICALLY DRAFTED AIA in any other manner, parties other than the Owner, Contractor, a separate contractor as DOCUMENT MAY BE MADE BY USING AIA described in Article 6 and other persons substantially involved in a common question of fact or DOCUMENT D401. law whose presence is required if complete relief is to be accorded in arbitration. No person or entity other than the Owner,Contractor or a separate contractor as described in Article 6 shall This document has been approved and be included as an original third party or additional third party to an arbitration whose interest endorsed by The Associated General or responsibility is insubstantial.Consent to arbitration involving an additional person or entity Contractors of America. shall not constitute consent to arbitration of a Claim not described therein or with a person or entity not named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the 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 on Final Award. The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. ' 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 , perform 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. r 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF 01997 AIA® AIA DOCUMENT A201-1997 THE WORK GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA rr� License Number 1008538,which expires on 3/30/2003. 24 lrw AN 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 in 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. arr 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. arr 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 THIS DOCUMENT HAS IMPORTANT LEGAL performing the Work,the Contract Sum and Contract Time shall be increased or decreased by CONSEQUENCES.CONSULTATION WITHAN the difference, if any, occasioned by such change, and an appropriate Change Order shall be the IS ENCOURAGED WITH issued before commencement of the substitute Subcontractor's Work.However,no increase in RESPECT TO ITS COMPLETION OR the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA acted promptly and responsively in submitting names as required. DOCUMENT MAY BE MADE BY USING AIA err 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected DOCUMENT D401. if the Owner or Architect makes reasonable objection to such substitute. This document has been approved and endorsed by The Associated General 5.3 SUBCONTRACTUAL RELATIONS Contractors of America. 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 terms 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 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. 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 termination 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 t � writing;and .2 assignment is subject to the prior rights of the surety,if any,obligated under bond 01997 AIA® relating to the Contract. AIA DOCUMENT A201-1997 dr GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by T e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. user Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 25 rr rr 5.4.2 Upon such assignment, if the Work has been suspended for more than 3o days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting 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 in Paragraph 4.3. THIS DOCUMENT HAS IMPORTANT LEGAL 6.1.2 When separate contracts are awarded for different portions of the Project or other CONSEQUENCES.CONSULTATION WITH AN ' construction or operations on the site, the term "Contractor" in the Contract Documents in ATTORNEY IS ENCOURAGED WITH each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF THIS 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces ELECTRONICALLY DRAFTED AIA and of each separate contractor with the Work of the Contractor, who shall cooperate with DOCUMENT MAY BE MADE BY USING AIA rye them. The Contractor shall participate with other separate contractors and the Owner in DOCUMENT D401. reviewing their construction schedules when directed to do so. The Contractor shall make any This document has been approved and revisions to the construction schedule deemed necessary after a joint review and mutual endorsed by The Associated General agreement. The construction schedules shall then constitute the schedules to be used by the Contractors of America. +� 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 .r 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 ro,a and 12. .r 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 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. 01997 AIA® ' AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 y e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. rr� States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA No License Number 1008538,which expires on 3/30/2003. 26 wr �r 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 r contractors as provided in Subparagraph 10.2.5. 6.2.5 The Owner and each separate contractor shall have the same responsibilities for �r cutting and patching as are described for the Contractor in 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 THI5 DOCUMENT HAS IMPORTANT LEGAL 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and CONSEQUENCES.CONSUL TATION WITH AN y.r without invalidating the Contract, by Change Order,Construction Change Directive or order ATTORNEY IS ENCOURAGED WITH for a minor change in the Work,subject to the limitations stated in this Article 7 and elsewhere RESPECT TO ITS COMPLETION OR in the Contract Documents. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA rr 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and DOCUMENT MAY BE MADE BY USING AIA Architect; a Construction Change Directive requires agreement by the Owner and Architect DOCUMENT D401, and may or may not be agreed to by the Contractor; an order for a minor change in the Work This document has been approved and may be issued by the Architect alone. endorsed by The Associated General 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Contractors of America. 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. rrr 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 include 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 a 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, a.r the Contract Sum and Contract Time being adjusted accordingly. 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms 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: 01997""`® AIA DOCUMENT A201- 1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects yr quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until im the date of expiration as noted below. User Document: 2002-181aa 978201 contract.aia -- 7/2612002. AIA License Number 1008538,which expires on 3/30/2003. 27 .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 THIS DOCUMENT HAS IMPORTANT LEGAL recorded as a Change Order. CONSEQUENCES.CONSULTATION WITH AN ' ATTORNEY IS ENCOURAGED WITH 7.3.6 If the Contractor does not respond promptly or disagrees with the method for RESPECT TO ITS COMPLETION OR adjustment in the Contract Sum, the method and the adjustment shall be determined by the MODIFICATION.AUTHENTICATION OF THIS Architect on the basis of reasonable expenditures and savings of those performing the Work ELECTRONICALLY DRAFTED AIA attributable to the change, including,in case of an increase in the Contract Sum, a reasonable DOCUMENT MAY BE MADE BY USING AIA ■r allowance for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor DOCUMENT D401. shall keep and present, in such form as the Architect may prescribe, an itemized accounting This document has been approved and together with appropriate supporting data. Unless otherwise provided in the Contract endorsed by The Associated General Documents,costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: Contractors of America. 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, including 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 shall be included in Applications for Payment accompanied by a Change Order indicating the parties' agreement MM ' 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 ti A ' Order, subject to the right of either party to disagree and assert a claim in accordance with Article 4. 7.3.9 When the Owner and Contractor agree with the determination made by the Architect 01997 AAA® concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION <opyng t 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 The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced ' with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 28 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. THIS DOCUMENT HAS IMPORTANT LEGAL 8.1.2 The date of commencement of the Work is the date established in the Agreement. CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance RESPECT TO ITS COMPLETION OR with Paragraph 9.8. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA 8.1.4 The term "day' as used in the Contract Documents shall mean calendar day unless DOCUMENT MAY BE MADE BY USING AIA otherwise specifically defined. DOCUMENT D401. This document has been approved and 8.2 PROGRESS AND COMPLETION endorsed by The Associated General 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By Contractors of America. executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. Insert G: Liquidated Damages: Work shall begin when the Contractor receives a formal "Notice to Proceed" and shall roceed with promptness and dispatch and shall be completed within Eighty (80) calendar days Notice to Proceed shall not be given until the building permit is approved the City Council City Attorney Risk Manager approve, and the Contractor provides Certificates of Insurance acceptable to the Owner in accordance with the requirements of Section 00810 and the General Conditions of the Contract for Construction - AIA Form A201 and construction schedule in accordance with Section 01310 and signed construction Contract with firm price. Insert H: For each calendar day after date established by the above allowed time that any portion of the work remains incomplete and any portion of the building that remains unavailable for occupancy (in the Owner's sole judgment), the sum of One Hundred ($100.00) Dollars not to be construed in any sense a penalty, but as fixed agreed, liquidated damages occurred by the Owner for failure of the Contractor to meet the schedule completion dates 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article a 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 ■rus proceed given by the Owner,the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the Work to permit the timely filing of 01997 AIA® mortgages,mechanics liens and other security interests. AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 29 .r 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 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 in 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 be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of ' Paragraph 4.3. THIS DOCUMENT HAS IMPORTANT LEGAL 8.3.3 This Paragraph 8.3 does not preclude recovery of damages for delay by either Party CONSEQUENCES.CONSULTATION WITH AN , under other provisions of the Contract Documents. ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR ARTICLE 9 PAYMENTS AND COMPLETION MODIFICATION.AUTHENTICATION OFTHI5 9.1 CONTRACT SUM ELECTRONICALLY DRAFTED AIA 9.1.1 The Contract Sum is stated in the Agreement and,including authorized adjustments, DOCUMENT MAY BE MADE BY USING AIA r is the total amount payable by the Owner to the Contractor for performance of the Work under DOCUMENT D401. the Contract Documents. This document has been approved and endorsed by The Associated General 9.2 SCHEDULE OF VALUES Contractors of America. 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 form and supported by such data to substantiate its accuracy as the Architect may require.This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's �" Applications for Payment. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment,the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in ' accordance with the schedule of values. 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. Applications ' made after the day of the month or the time period established as the final day for acceptance will be considered in the next payment period. Application shall be made on AIA Form G702 and G703 breakdown of work delineated on Form G703 shall be detailed on Schedule of Values. , Insert I: a. The Owner shall retain a sum equal to five percent (5%) of the amount earned by the Contractor, as a trust fund for the protection and payment of any ' person or persons mechanics subcontractor, or material suppliers who shall perform any labor upon this Contract, and all persons who shall supply such person or persons of Subcontractors with provisions and supplies for carrying on of such work and the State of Washington with respect to taxes imposed pursuant to RCW Title 82 ' which may be due from same Contractor. Insert J: b. In accordance with the provisions of Chapter 60.28 RCW, above trust 01997 AIA® fund shall be retained for a minimum period of sixty (60) days following Final AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))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 The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until ' the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 30 it Completion and when the requirements of the Contract and requirements in Section in 01700-Project Administration and Closeout have been fulfilled Insert K: In the event these requirements are not met the Owner may pay a percentage of the retainage holding back that quantity of money reasonable to complete the unfinished Items Retainage held may,cover costs including but shall not be limited to. the following: material suppliers and laborer's liens tax liens cost and attorney's fees to defray the cost of foreclosing all of the liens costs and Architect's fees to defray cost of additional Construction Administration services Refer to Specifications Section 01700 Project Administration and Closeout for additional provisions on this subject �. 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 THIS DOCUMENT HAS IMPORTANT LEGAL included in Change Orders. CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH 9.3.1.2 Such applications may not include requests for payment for portions of the Work for RESPECT TO ITS COMPLETION OR which the Contractor does not intend to pay to a Subcontractor or material supplier, unless MODIFICATION.AUTHENTICATION OF THIS such Work has been performed by others whom the Contractor intends to pay. ELECTRONICALLY DRAFTED AIA arr DOCUMENT MAY BE MADE BY USING AIA 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on DOCUMENT D401. account of materials and equipment delivered and suitably stored at the site for subsequent This document has been approved and incorporation in the Work. If approved in advance by the Owner, payment may similarly be endorsed by The Associated General made for materials and equipment suitably stored off the site at a location agreed upon in Contractors of America. 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 materials 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. �r 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 ,.r Contractor's knowledge, information and belief, be free and clear of liens, 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 determines is properly due,or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. ®.r �r 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 comprising 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 ®i99i nin® AIA DOCUMENT A201-1997 rr from the Contract Documents prior to completion and to specific qualifications expressed by GENERAL CONDITIONS OF THE »Copyng t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 y T e CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects arr quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 31 Aft rr 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 (i) 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 THIS DOCUMENT HAS IMPORTANT LEGAL cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment CONSEQUENCES.CONSULTATION WITH AN , for the amount for which the Architect is able to make such representations to the Owner.The ATTORNEY IS ENCOURAGED WITH Architect may also withhold a Certificate for Payment or, because of subsequently discovered RESPECT TO ITS COMPLETION OR evidence,may nullify the whole or a part of a Certificate for Payment previously issued,to such MODIFICATION.AUTHENTICATION OF THIS extent as may be necessary in the Architect's opinion to protect the Owner from loss for which ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA the Contractor is responsible, including loss resulting from acts and omissions described in DOCUMENT D401. Subparagraph 3.3.2,because of- .1 defective Work not remedied; This document has been approved and ' .2 third party claims filed or reasonable evidence indicating probable filing of such endorsed by The Associated General claims unless security acceptable to the Owner is provided by the Contractor; Contractors of America. .3 failure of the Contractor to make payments properly to Subcontractors or for labor,materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of rrw 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. rr 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. rri 9.6 PROGRESS PAYMENTS 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents,and shall so notify the Architect. 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 r portion of the Work,the amount to which said Subcontractor is entitled,reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion 'b� of the Work.The Contractor shall,by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in a similar manner. 9.6.3 The Architect will,on request, furnish to a Subcontractor, if practicable, information 01997 AIA® regarding percentages of completion or amounts applied for by the Contractor and action AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION )>Copyrig t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. rr States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 32 AN taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. AN 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. As 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. Im 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. 4„ 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 THIS DOCUMENT HAS IMPORTANT LEGAL Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or CONSEQUENCES.CONSULTATION WITHAN suppliers who performed Work or furnished materials, or both, under contract with the ATTORNEY IS ENCOURAGED WITH AN Contractor for which payment was made by the Owner.Nothing contained herein shall require RESPECT TO ITS COMPLETION OR money to be placed in a separate account and not commingled with money of the Contractor, MODIFICATION.AUTHENTICATION OF THIS shall create any fiduciary liability or tort liability on the part of the Contractor for breach of ELECTRONICALLY DRAFTED AIA trust or shall entitle any person or entity to an award of punitive damages against the DOCUMENT MAY BE MADE BY U51NG AIA a" Contractor for breach of the requirements of this provision. DOCUMENT M1. 9.7 FAILURE OF PAYMENT This document has been approved and as 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the endorsed by The Associated General Contractor,within seven days after receipt of the Contractor's Application for Payment, or if Contractors of America. 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 Contractor's reasonable costs of shut-down,delay and start-up,plus interest as provided for in r 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 It 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. ®1997 AIA® AIA DOCUMENT A201-1997 4" GENERAL CONDITIONS OF THE Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects .rl quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 33 ■r rw 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 ' retainage 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. THIS DOCUMENT HAS IMPORTANT LEGAL 9.9 PARTIAL OCCUPANCY OR USE CONSEQUENCES.CONSULTATION WITH AN , ATTORNEY 15 ENCOURAGED WITH 9.9.1 The Owner may occupy or use any completed or partially completed portion of the RESPECT TO ITS COMPLETION OR Work at any stage when such portion is designated by separate agreement with the Contractor, MODIFICATION.AUTHENTICATION OF THIS provided such occupancy or use is consented to by the insurer as required under Clause 11.4.1.5 ELECTRONICALLY DRAFTED AIA and authorized by public authorities having jurisdiction over the Work.Such partial occupancy DOCUMENT MAY BE MADE BY U51NG AIA or use may commence whether or not the portion is substantially complete, provided the DOCUMENT D401. 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 This document has been approved and insurance, and have agreed in writing concerning the period for correction of the Work and endorsed by The Associated General commencement of warranties required by the Contract Documents. When the Contractor Contractors of America. 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 in 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 Payment will constitute a further representation W. A ' that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to .rf final payment have been fulfilled. 9.10.2 Neither final payment nor any remaining retained percentage shall become due until ®1997 AIA® the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and AIA DOCUMENT A201-1997 equipment, and other indebtedness connected with the Work for which the Owner or the GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The ' American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced ' with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 34 ' Owner's property might be responsible or encumbered(less amounts withheld by Owner)have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the A 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 3o 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) Ar 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 _m or waiver required by the Owner,the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. 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 in discharging such lien,including all costs and reasonable attorneys'fees. 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially THIS DOCUMENT HAS IMPORTANT LEGAL delayed through no fault of the Contractor or by issuance of Change Orders affecting final CONSEQUENCES.CONSULTATION WITHAN .rr completion, and the Architect so confirms, the Owner shall, upon application by the ATTORNEY IS ENCOURAGED WITH Contractor and certification by the Architect, and without terminating the Contract, make RESPECT TO ITS COMPLETION OR payment of the balance due for that portion of the Work fully completed and accepted. If the MODIFICATION.AUTHENTICATION OF THIS remaining balance for Work not fully completed or corrected is less than retainage stipulated in ELECTRONICALLY DRAFTED AIA the Contract Documents, and if bonds have been furnished, the written consent of surety to DOCUMENT MAY BE MADE BY USING AIA payment of the balance due for that portion of the Work fully completed and accepted shall be DOCUMENT D401. submitted by the Contractor to the Architect prior to certification of such payment. Such This document has been approved and payment shall be made under terms and conditions governing final payment, except that it endorsed by The Associated General ctrl shall not constitute a waiver of claims. Contractors of America. 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: 1 liens, 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 do 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 performance of the Contract. in 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: AM 1 employees on the Work and other persons who may be affected thereby; .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 , 4M Contractor's Subcontractors or Sub-subcontractors;and srr� .3 other property at the site or adjacent thereto,such as trees,shrubs,lawns,walks, pavements, roadways, structures and utilities not designated for removal, 01997 AIA® relocation or replacement in the course of construction. AIA DOCUMENT A201-1997 As GENERAL CONDITIONS OF THE <opyng 1 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects ill quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until AN the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 35 rr Insert L: 4 Other property at the site or adjacent thereto. including occupants of said property, customers visitors and passersby from iniury and discomfort. 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 properly or their protection from damage,injury or loss. Insert M: It shall be the responsibility of the Contractor to comply with all ' requirements of the Occupational Safely and Health Act of 1971 (OSHA) and the Laws of Washington Relative to Industrial Safety and Health. The methods of compliance with safety and health precautions are the responsibility of the Contractor , and are not shown on the Contract Drawing or described in the Technical Specification. THIS DOCUMENT HAS IMPORTANT LEGAL 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and CONSEQUENCES.CONSULTATION WITH AN , performance of the Contract,reasonable safeguards for safety and protection,including posting ATTORNEY IS ENCOURAGED WITH danger signs and other warnings against hazards,promulgating safety regulations and notifying RESPECT TO ITS COMPLETION OR owners and users of adjacent sites and utilities. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA 10.2.4 When use or storage of explosives or other hazardous materials or equipment or DOCUMENT MAY BE MADE BY US/NG AIA DOCUMENT D401. rr 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. This document has been approved and endorsed by The Associated General 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss Contractors of America. insured under property insurance required by the Contract Documents)to properly 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 in 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. rr 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. 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 material 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. z ,: 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,in the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless 01997 AIA® otherwise required by the Contract Documents, the Owner shall furnish in writing to the AIA DOCUMENT A201-1997 Contractor and Architect the names and qualifications of persons or entities who are to GENERAL CONDITIONS OF THE rr CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. rrr States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/20020 AIA UK License Number 1008538,which expires on 3/30/2003. 36 ob 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 objection. When the material or substance has been rendered harmless, Work in 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 in Article 7. 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor,Subcontractors,Architect,Architect's consultants and agents and employees of any of them from and against claims,damages,losses and expenses,including but not limited to attorneys' fees,arising out of or resulting from performance of the Work in the affected area THIS DOCUMENT HAS IMPORTANT LEGAL if in fact the material or substance presents the risk of bodily injury or death as described in CONSEQUENCES.CONSULTATIONWITHAN Subparagraph 10.3.1 and has not been rendered harmless,provided that such claim,damage,loss ATTORNEY 15 ENCOURAGED WITH or expense is attributable to bodily injury, sickness, disease or death, or to injury to or RESPECT TO ITS COMPLETION OR destruction of tangible property(other than the Work itself) and provided that such damage, MODIFICATION.AUTHENTICATION OF TH15 loss or expense is not due to the sole negligence of a party seeking indemnity. ELECTRONICALLY DRAFTED AIA �r DOCUMENT MAY BE MADE BY USING AIA 10.4 The Owner shall not be responsible under Paragraph 10.3 for materials and substances DOCUMENT D401. brought to the site by the Contractor unless such materials or substances were required by the This document has been approved and Contract Documents. endorsed by The Associated General Contractors of America. 10.5 If, without negligence on the part of the Contractor,the Contractor is held liable for the cost of remediation of a hazardous material or substance solely 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 in 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; 1 ,A .3 claims for damages because of bodily injury, sickness or disease, or death of any ;-40- person other than the Contractor's employees; arr�rmr■ .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 01997 AIA® AIA DOCUMENT A201-1997 destruction of tangible property,including loss of use resulting therefrom; GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 y The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects air quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution.WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 37 +rr rr .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; so .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. 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 maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be maintained after final 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 THIS DOCUMENT HAS IMPORTANT LEGAL Paragraph im shall contain a provision that coverages afforded under the policies will not be CONSEQUENCES.CONSULTATION WITH AN canceled or allowed to expire until at least 3o days' prior written notice has been given to the ATTORNEY 15 ENCOURAGED WITH r� Owner. If any of the foregoing insurance coverages are required to remain in force after final RESPECT TO ITS COMPLETION OR payment and are reasonably available,an additional certificate evidencing continuation of such MODIFICATION.AUTHENTICATION OF THIS coverage shall be submitted with the final Application for Payment as required by ELECTRONICALLY DRAFTED AIA Subparagraph 9.10.2. Information concerning reduction of coverage on account of revised DOCUMENT MAY BE MADE BY USING AIA nr limits or claims paid under the General Aggregate,or both,shall be furnished by the Contractor DOCUMENT D401. with reasonable promptness in accordance with the Contractor's information and belief. This document has been approved and 11.2 OWNER'S LIABILITY INSURANCE endorsed by The Associated General .r 11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual Contractors of America. liability insurance. 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE 11.3.1 Optionally,the Owner may require the Contractor to purchase and maintain Project Management Protective Liability insurance from the Contractor's usual sources as primary coverage for the Owner's, Contractor's and Architect's vicarious liability for construction operations under the Contract. Unless otherwise required by the Contract Documents, the Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optional insurance coverage,and the Contractor shall not be responsible for purchasing any other liability insurance on behalf of the Owner.The minimum rw limits of liability purchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liability Insurance under Clauses 11.1.1.2 through 9.1.1.5. 11.3.2 To the extent damages are covered by Project Management Protective Liability .� insurance,the Owner,Contractor and Architect waive all rights against each other for damages, except such rights as they may have to the proceeds of such insurance.The policy shall provide for such waivers of subrogation by endorsement or otherwise. 11.3.3 The Owner shall not require the Contractor to include the Owner,Architect or other persons or entities as additional insureds on the Contractor's Liability Insurance coverage under Paragraph u.1. rrr 11.4 PROPERTY INSURANCE 11.4.1 Unless otherwise provided,the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk"all-risk"or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract modifications and cost of 01997 AIA® materials supplied or installed by others,comprising total value for the entire Project at the site AIA DOCUMENT A201-1997 on a replacement cost basis without optional deductibles. Such property insurance shall be GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. err States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 38 maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance,until final payment +w has been made as provided in Paragraph 9.io or until no person or entity other than the Owner has an insurable interest in the property required by this Paragraph 11.4 to be covered, whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Project. Insert N: Parties initiating claims against the Owner-provided insurance shall be financially responsible for the deductible portion of the adjustment ""' 11.4.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include, without limitation, insurance against the perils of fire (with extended coverage) and physical loss or damage including,without duplication of coverage,theft,vandalism,malicious s mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's and THIS DOCUMENT HAS IMPORTANT LEGAL Contractors services and expenses required as a result of such insured loss. CONSEQUENCES.CONSULTATION WITHAN a ATTORNEY 15 ENCOURAGED WITH 11.4.1.2 If the Owner does not intend to purchase such property insurance required by the RESPECT TO ITS COMPLETION OR Contract and with all of the coverages in the amount described above, the Owner shall so MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA inform the Contractor in writing prior to commencement of the Work. The Contractor may DOCUMENT MAY BE MADE BY USING AIA then effect insurance which will protect the interests of the Contractor, Subcontractors and DOCUMENT M1. Sub-subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to This document has been approved and purchase or maintain insurance as described above, without so notifying the Contractor in endorsed by The Associated General .r writing,then the Owner shall bear all reasonable costs properly attributable thereto. Contractors of America. 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 in transit. .r1 11.4.1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor ., shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation,lapse or reduction of insurance. 11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub-subcontractors in the Work,and the Owner and Contractor shall be named insureds. 11.4.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and �■ �. maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards,however caused.Tie riQ,h'S e a-ienAbai�I lb- ether-hazards hewever.Eaused-. �r 11.4.4 If the Contractor requests in writing that insurance for risks other than those described herein or other special causes of loss be included in the property insurance policy,the Owner 01997 AIA® shall,if possible,include such insurance,and the cost thereof shall be charged to the Contractor AIA DOCUMENT A201-1997 .r by appropriate Change Order. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 y T e American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until ar the date of expiration as noted below. user Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3130/2003. 39 Am 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 insuring the Project,or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the , construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.4.7 for damages caused by fire or other causes of loss covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. ' 11.4.6 Before an exposure to loss may occur,the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Paragraph 11.4. Each policy ' shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project.Each policy shall contain a provision that the policy will not be canceled or allowed to expire,and that its limits will not be reduced,until at least 3o days'prior written notice has been given to the Contractor. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN ' 11.4.7 Waivers Of Subrogation. The Owner and Contractor waive all rights against (1) ATTORNEY IS ENCOURAGED WITH OR each other and any of their subcontractors,sub-subcontractors, agents and employees, each of RESPECT ITS COMPLETION the other, and (2) the Architect, Architect's consultants, separate contractors described in MODIFICATTI ON.AUTHENTICATION OF THIS P ELECTRONICALLY DRAFTED AIA Article 6,if any,and any of their subcontractors,sub-subcontractors,agents and employees,for DOCUMENT MAY BE MADE BY U51NG AIA damages caused by fire or other causes of loss to the extent covered by property insurance DOCUMENT D401. obtained pursuant to this Paragraph 11.4 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. This document has been approved and The Owner or Contractor,as appropriate,shall require of the Architect,Architect's consultants, endorsed by The Associated General separate contractors described in Article 6, if any, and the subcontractors, sub-subcontractors, Contractors of America. agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of 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 insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. rrr 11.4.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear,subject to requirements of any applicable mortgagee clause and of Subparagraph 11.4.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub-subcontractors in similar manner. 11.4.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond 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 in a separate account proceeds so received, which the Owner shall distribute in r accordance with such agreement as the parties in interest may reach,or in accordance with an arbitration award in which case the procedure shall be as provided in Paragraph 4.6. If after ' such loss no other special agreement is made and unless the Owner terminates the Contract for 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 as fiduciary shall have power to adjust and settle a loss with insurers unless ++lY� one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objection is made, the dispute shall be resolved as provided in Paragraphs 4.5 and 4.6. The Owner as fiduciary shall, in the case of arbitration, 01997 "�"® , AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. �+r States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. user Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 40 make settlement with insurers in accordance with directions of the arbitrators.If distribution of insurance proceeds by arbitration is required,the arbitrators will direct such distribution. 11.5 PERFORMANCE BOND AND PAYMENT BOND 11.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. Insert O: Performance Bond and Labor and Materials Payment Bond The Contractor agrees to comply with all requirements of Chapter 39.08 RCW The Contractor shall secure and pay for a Performance Bond and a Labor and Materials Payment Bond issued by a bonding company licensed to transact business in the locality of the project on the City Bond Form "Bond to the City of Renton," attached and executed in pursuance to Chapter 39.08 Revised Code of Washington and any THIS DOCUMENT HAS IMPORTANT LEGAL amendments thereto. The Bond Form must comply with all requirements of the City CONSEQUENCES.CONSUL TATION WITH AN Attorney. ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR Insert P: The surety bond shall be In the following penal sums: MODIFICATION.AUTHENTICATION OF THIS Insert Q: Performance Bond: 100% of agreement sum plus Washington State Sales ELECTRONICALLY DRAFTED AIA Tax DOCUMENT MAY BE MADE BY USING AIA Insert R: Labor and Material Payment: 100% of agreement sum plus Washington DOCUMENT D401. State Sales Tax This document has been approved and endorsed by The Associated General Insert S: The Contractor guarantees the excellence of both quality of work and Contractors of America. materal, and the payment of all obligations incurred until the provisions of the Contract Document are fulfilled. Insert T: In lieu of furnishing a Material and Payment Bond on contracts of twenty-five thousand dollars or less at the option of the Contractor, the Cif may in lieu of the bond. retain fifty percent of the contract amount for a period of sixty days after date of final acceptance, or until receipt of all necessary releases from the Department of Revenue and the Department of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW whichever is later. 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 in 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 examine 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 01997 AIM) contractor in which event the Owner shall be responsible for payment of such costs. AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE »Copyrig t 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by The CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 41 12.2 CORRECTION OF WORK 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION 12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to 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 THIS DOCUMENT HAS IMPORTANT LEGAL correct it promptly after receipt of written notice from the Owner to do so unless the Owner CONSEQUENCES.CONSULTATION WITHAN , has previously given the Contractor a written acceptance of such condition. The Owner shall ATTORNEY IS ENCOURAGED WITH give such notice promptly after discovery of the condition. During the one-year period for RESPECT TO ITS COMPLETION OR correction of Work, if the Owner fails to notify the Contractor and give the Contractor an MODIFICATION.AUTHENTICATION OF THIS opportunity to make the correction, the Owner waives the rights to require correction by the ELECTRONICALLY DRAFTED AIA Contractor and to make a claim for breach of warranty. If the Contractor fails to correct DOCUMENT MAY BE MADE BY USING AIA nonconforming Work within a reasonable time during that period after receipt of notice from DOCUMENT D401. the Owner or Architect,the Owner may correct it in accordance with Paragraph 2.4. This document has been approved and 12.2.2.2 The one-year period for correction of Work shall be extended with respect to endorsed by The Associated General portions of Work first performed after Substantial Completion by the period of time between Contractors of America. Substantial Completion and the actual performance of the Work. Insert U: Where items on the Architect's"Punch List" have not been corrected prior to expiration of the guarantee period, it shall nevertheless be the responsibility of the Contractor to permanently correct items and the Contract shall not be fully performed until such permanent corrections are made. All corrective work performed by the Contractor in remedying defective work shall be subject to the same guarantee requirements of the original work for a period of one year from the date of completion of the corrective work. Insert V: As directed by Architect, replace entirely, at no additional cost to Owner, r. any work requiring repeated service other than normal maintenance during guarantee period. 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 correcting destroyed or damaged construction, + whether completed or partially completed,of the Owner or separate contractors caused by the . C *4 ontractor's correction or removal of Work which is not in accordance with the requirements .+ of the Contract Documents. 12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of 01997 AIA® limitation with respect to other obligations which the Contractor might have under the AIA DOCUMENT A201-1997 Contract Documents.Fstablishment of the one-year period for correction of Work as described GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The t American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced ' with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 42 in 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 r. Contract Documents may be sought to be enforced,nor to the time within 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 appropriate 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. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEOUENCES.CONSULTATION WITH AN 13.2 SUCCESSORS AND ASSIGNS ATTORNEY 15 ENCOURAGED WITH 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, RESPECT TO ITS COMPLETION OR assigns and legal representatives to the other party hereto and to partners, successors, assigns MODIFICATION.AUTHENTICATION OF THIS and legal representatives of such other party in respect to covenants, agreements and ELECTRONICALLY DRAFTED AIA law obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2.2, DOCUMENT MAY BE MADE BY USING AIA neither party to the Contract shall assign the Contract as a whole without written consent of DOCUMENT D401. the other.If either party attempts to make such an assignment without such consent,that party This document has been approved and shall nevertheless remain legally responsible for all obligations under the Contract. endorsed by The Associated General 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an Contractors of America. institutional lender providing construction 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 known 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, rights ,. 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 �r 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor .*0- I shall make arrangements for such tests,inspections and approvals with an independent testing rur 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 01997 AIA® timely notice of when and where tests and inspections are to be made so that the Architect may AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by–T Fe—CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects �r quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue,N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 43 go rr 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. rrl „ 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 t such procedures.Such costs,except as provided in 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 Architects services and expenses shall be at the THIS DOCUMENT HAS IMPORTANT LEGAL ' Contractors expense. CONSEOUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH 13.5.4 Required certificates of testing,inspection or approval shall,unless otherwise required RESPECT TO ITS COMPLETION OR b the Contract Documents, be secured b the Contractor and promptly delivered to the MODIFICATION.AUTHENTICATION OF THIS Y Y P P Y ELECTRONICALLY DRAFTED AIA ' Architect. DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. 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 This document has been approved and testing. endorsed by The Associated General Contractors of America. 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 ' 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 occurring 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 01997 AIA® AIA DOCUMENT A201- 1997 GENERAL CONDITIONS OF THE rrl CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 0 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 44 commission of any other act or failure to perform any duty or obligation by the Contractor or Owner,whichever occurs last. as 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; .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 THIS DOCUMENT HAS IMPORTANT LEGAL notified the Contractor of the reason for withholding certification as provided in CONSEQUENCES.CONSULTATION WITHAN 40 Subparagraph 9.4.1,or because the Owner has not made payment on a Certificate ATTORNEY 15 ENCOURAGED WITH for Payment within the time stated in the Contract Documents;or RESPECT TO ITS COMPLETION OR .4 the Owner has failed to furnish to the Contractor promptly, upon the MODIFICATION.AUTHENTICATION OF THIS Contractors request,reasonable evidence as required by Subparagraph 2.2.1. ELECTRONICALLY DRAFTED AIA om DOCUMENT MAY BE MADE BY USING AIA 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the DOCUMENT D401. Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other This document has been approved and pr persons or entities performing portions of the Work under direct or indirect contract with the endorsed by The Associated General Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as Contractors of America. described in Paragraph 14.3 constitute in the aggregate more than loo percent of the total number of days scheduled for completion,or 12o days in any 365-day period,whichever is less. AN 14.1.3 If one of the reasons described in 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,including reasonable overhead,profit and damages. 14.1.4 If the Work is stopped for a period of 6o 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' rr written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.3. 14.2 TERMINATION BY THE OWNER FOR CAUSE kin 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 materials; „r .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 • •j#� � *" .4 otherwise is guilty of substantial breach of a provision of the Contract r Documents. 01997 AIA® Aa AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by T e CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects ar quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C.20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until r the date of expiration as noted below. User Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 45 s�III rr 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 finishing 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. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, ATTORNEY IS ENCOURAGED WITH including compensation for the Architect's services and expenses made necessary thereby,and RESPECT TO ITS COMPLETION OR r" other damages incurred by the Owner and not expressly waived,such excess shall be paid to the MODIFICATION.AUTHENTICATION OF THIS Contractor. If such costs and damages exceed the unpaid balance,the Contractor shall pay the ELECTRONICALLY DRAFTED AIA difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may DOCUMENT MAY BE MADE BY USING AIA rw be,shall be certified by the Architect, upon application, and this obligation for payment shall DOCUMENT D401. survive termination of the Contract. This document has been approved and Insert W: 14.2.5. In the event of termination of the Contract because of Contractor's endorsed by The Associated General failure to carry out the work. the Contractor shall have no claim against the Owner for contractors of America. r profits or damages. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE r� 14.3.1 The Owner may,without cause,order the Contractor in writing to suspend,delay or interrupt the Work in 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 in 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: rw .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. err 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. .w 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. oi99' ni"® AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE rr CONTRACT FOR CONSTRUCTION ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, O 1997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. ws States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington,D.C. 20006-5292 copyright laws and will subject the violator to legal prosecution.This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. user Document: 2002-181aa 97a201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 46 Insert X: .4 The 'proven loss" shall be limited to the time period up to the notification of contract termination 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. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITHAN 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. s i, ®1997 AIA® AIA DOCUMENT A201 - 1997 GENERAL CONDITIONS OF THE ))Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, © 1997 by-T Fe—CONTRACT FOR CONSTRUCTION American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial The American Institute of Architects quotation of its provisions without written permission of the AIA violates the copyright laws of the United 1735 New York Avenue, N.W. States and will subject the violate to legal prosecution. WARNING: Unlicensed photocopying violates U.S. Washington, D.C.20006-5292 copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-181aa 97x201 contract.aia -- 7/26/2002. AIA License Number 1008538,which expires on 3/30/2003. 47 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS MODIFICATIONS TO GENERAL CONDITIONS SECTION 00810 1. TERMS OF MODIFICATIONS AND SUPPLEMENTS A. Where any article of the General Conditions is modified or any Paragraph, Subparagraph, or Clause is modified or deleted by Section 00810 or in the body of the General Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph, or Clause remain in effect. 2. ADDITIONAL MODIFICATIONS AND SUPPLEMENTS A. ARTICLE 11 - INSURANCE AND BONDS 1. Refer to Conditions in Section 00920 and modify where necessary to include these insurance requirements. END OF SECTION 2002-181aa 00810 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL CONDITIONS SECTION 00900 1. COMPLIANCE WITH WAGE RATES AND FILING OF "INTENT TO PAY PREVAILING WAGES" HEREINAFTER CALLED "INTENT'AND "AFFIDAVIT OF WAGES PAID" A. The Contractor and Subcontractors shall comply with 39.12 RCW and amendments "Prevailing Wages on Public Works." For the most recent State Promulgated Wage Rates refer to the website www.lni.wa.gov/prevailingwage or contact the Department of Labor& Industries. B. The prevailing rate wages to be paid to all workers, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Washington State Department of Labor and Industries and the Schedule of Prevailing Wage Rates determined by the Industrial Statistician of the Department of Labor and Industries, are available on the website listed above or may be obtained from Washington State Department of Labor and Industries. ' C. In case any wage 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 dispute resolution to the Department of Labor and Industries. The findings shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage data will be furnished by the Industrial Statistician upon request. Requests shall be made to the State of Washington Department of Labor and Industries. The Contractor is responsible for paying the appropriate wage rates. D. The Contractor, and all Subcontractors, on or before the date of commencement of work, shall file a statement under oath with the Owner and with the Director of Labor and Industries certifying the rate of hourly wages paid to each classification of laborers, workers, or mechanics employed to perform work under this Contract shall not be less than the prevailing rate of wages determined by the Washington State Labor and Industries. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. E. Prior to commencing work, the Contractor and each and every Subcontractor hall file a sworn statement of"Intent to Pay the Prevailing Wages," including fringe benefits for each job classification to be utilized. Sample copy enclosed herein. F. Copies of all "Intents" shall be on file with the Contractor, the Industrial Statistician, and the Owner. G. Affidavits of Wages Paid, upon completion of project, the Contractor shall fully execute and file "Affidavit of Wages Paid" with the Washington State Department of Labor and Industries and any other agencies required by law. Sample copy enclosed herein. 2002-181aa 00900 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL CONDITIONS SECTION 00900 Copies of the Affidavits shall be provided to the City prior to Final Completion and Final Payment. Each affidavit of wages paid must be certified by the Industrial Statistician of the Department of Labor and Industries before it is submitted. H. All costs and fees for and associated with the "Intent to Pay Prevailing Wages" and "Affidavits of Wages Paid" are to be paid by the Contractor. 2. STATE LICENSING LAW The Contractor agrees to comply with all requirements of Chapter 18.27 RCW. The Contractor agrees and covenants to furnish unto the Owner proper evidence that the Contractor has Fully complied with the State Licensing Law of the State of Washington, Chapter 18.27 RCW, and a Contractor's Certificate of Registration shall be in full force and effect throughout the work project herein above enumerated, prior to starting work. 3. NON-DISCRIMINATION A. It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, age, or disability, when the City of Renton can reasonably accommodate ► the disability of employees and applicants for employment and fair, non- discriminatory treatment to all citizens. , B. EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities including recruitment, selection, promotion, demotion, training, ' retention and separation are conducted in a manner which is based on job- related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. C. COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. D. AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators managers, supervisors, Contract Compliance Officers, and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. 2002-181aa 00900 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL CONDITIONS SECTION 00900 E. CONTRACTORS OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and in the City's Affirmative Action Plan and Equal Employment Program. 4. ENVIRONMENTAL LEGISLATION A. The following list represents those federal, state, and local statutes, ordinances, regulations and orders dealing with preservation of public natural resources and prevention of environmental pollution currently know to the Owner and that may effect or are effected by the proposed work. Bidders shall review such materials prior to submittal of sealed bids. 1. Federal: Title 42, Section 4321, et. seq., of the United States Code. 2. State: Water Pollution Act, Chapter 90.58 RCW State Environmental Policy Act of 1971, Chapter 43.21 C RCW and WAC Chapter 197-11/Title 38 RCW and Chapter 60.28 RCW. 3. Regional: Regulations I and II - Puget Sound Clean Air Agency. 4. Local: Applicable city ordinance and regulations. B. The successful Bidder shall comply with applicable portions of the listed statutes, ordinances, regulations, conditions, and such other regulatory measures dealing with the prevention of environmental pollution and the preservation of public natural resources. 5. CITY OF RENTON BUSINESS LICENSE Prior to signing a contract the contractor agrees to purchase a City of Renton Business License and maintain the license in full force and effect throughout the work of the project. License may be purchased from the Finance Department located in the Renton City Hall, Lobby Level, 1055 South Grady Way, Renton, WA. END OF SECTION 2002-181aa 00900 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS BOND TO THE CITY OF RENTON FORM SECTION 00910 KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned as principal, and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum$ for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at Washington,this day of , 2002 Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG- providing for construction of Project Name the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS,the principal has accepted, or is about to accept, the contract, the undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Principal Surety Signature Signature Title Title END OF SECTION 2002-181aa 00910 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSURANCE & RELATED REQUIREMENTS SECTION 00920 PART 1. MINIMUM INSURANCE COVERAGE AND REQUIREMENTS The CONTRACTOR shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the CONTRACTOR under Contract. The CONTRACTOR shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. (1) Commercial General Liability - Accord Form or equivalent, written on an occurrence basis, including: • Premises and Operations (Including CG 2503 general aggregate to apply per project if applicable) • Explosion, Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits - Show Washington Labor & Industries Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. PART 2. CONTRACTORS INSURANCE REQUIREMENTS The CONTRACTOR shall carry the following limits of liability as required below: 1. Commercial General Liability General Aggregate* $2,000,000 Products/Completed Operations Aggregate $2,000,000 Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $ 50,000 Medical Payments (Any One Person) $ 5,000 Stop Gap Liability $1,000,000 *General Aggregate to apply per project 2002-181aa 00920 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSURANCE & RELATED REQUIREMENTS SECTION 00920 2. Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) 3. Workers' Compensation Statutory Benefits - Show Washington Labor & Industries Number 4. Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 PART 3. ADDITIONAL REQUIREMENTS CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds (ISO Form CG 2010 or equivalent). CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if at our sole discretion it is deemed appropriate Further, all policies of insurance described above shall: 1. Be on a primary basis nor contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. 2. Include a Waiver of Subrogation Clause. 3. Severability of Interest Clause (Cross Liability) 4. Policy may not be non-renewed, canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. An example of an acceptable cancellation clause is as follows: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will eRdeavor to mail 45 days written notice to the certificate holder named to the left. But failure to Mail Such nGtiGe shall impose ne obligation e bility of aRy kind upon the GGmpany, its agents er representatives " 5. The CONTRACTOR shall promptly advise the CITY OF RENTON in the event any general aggregate or other aggregate limits are reduced below the required per occurrence limit. At his or her own expense the CONTRACTOR will reinstate the aggregate limits to comply with the minimum requirements and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 2002-181aa 00920 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSURANCE & RELATED REQUIREMENTS SECTION 00920 6. Required insurance coverage shall be maintained throughout the term of this contract, except Automobile Liability and Workers' Compensation, for a period of two (2) years after the date of substantial completion of the project. 7. On all Certificates of Insurance, the Certificate Holder shall be listed as "City of Renton, Washington, Attention: Bill Rasmussen, Project Manager" END OF SECTION �I 2002-181aa 00920 PAGE 3 GENERAL REQUIREMENTS DIVISION 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SUMMARY OF WORK AND SEQUENCE SECTION 01010 PART 1 - GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. General Description of the Work: Work of this Contract includes the full and complete work associated with the demolition of existing play area and construction of new area (except purchase and installation of play equipment and safety surfacing system) in Gene Coulon Memorial Beach Park. The work is shown on the plans and described in the construction specifications. The work includes, but is not limited to, providing all materials, equipment and labor for: erosion and siltation control, demolition, clearing and grubbing, earthwork, grading, fine grading, utility installations and modifications, concrete work, irrigation installation, sodding, seeding and planting, and miscellaneous site construction and restoration. Contractor's work shall be performed as indicated, specified herein and as necessary to provide a complete project. 1. The work involves the demolition and disposal of the existing play area, including equipment, concrete footings, and concrete curbing, and other materials as necessary to properly effect the work. 2. The work includes subgrade preparation in the new play area as specified and construction of associated concrete walkways and ramps, bench pads, landscape and irrigation. Site furnishings are installed as part of this work as specified. 3. Play equipment per the plans and specifications shall be provided and installed by others. 4. Twelve inches of wood fiber surfacing with filter fabric and underdrainage and fiber matting shall be provided and installed by others. B. Unless otherwise indicated, the work includes, but is not limited to the following: 1. Providing and payment for labor, materials, equipment, tools, machines, facilities, and services necessary for proper execution and completion of work. 2. Paying required taxes. 3. Maintaining required egress in accordance with governing Codes and Ordinances throughout the work. C. Do not employ on work: 1. Unfit persons or persons not skilled in assigned tasks. 2002-181aa 01010 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SUMMARY OF WORK AND SEQUENCE SECTION 01010 1.02 CONTRACT A. Construct:work under a single fixed-price Contract. See Bid Form. 1.03 WORK SEQUE=NCE and SHARED AREAS ' A. All efforts shall be made to perform all work without abnormally disturbing, inconveniencing, or interrupting the usage of adjacent facilities, pedestrians, and vehicular traffic. ' B. Access to and through the main parking lot at Gene Coulon Memorial Beach Park ' will be shared with the public and all necessary measures to ensure public safety must be taken. 1.04 OBJECTIONS TO APPLICATION OF PRODUCTS A. Contractor and subcontractors submitting bids for this Project are required to thoroughly familiarize themselves with specified products and installation procedures and submit to Owner any objection in writing no later than seven (7) days prior to Bid Date. Submittal of Bid constitutes acceptance of products and procedures specified. END OF SECTION rr 2002-181 as 01010 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 PART 1 GENERAL 1.01 SPECIAL PROVISIONS A. The following items, as Special Provisions of the Owner, are hereby made a part of this Contract Document in addition to the Conditions and Supplementary Conditions. B. Should conflicts occur between these Provisions and the Conditions and Supplementary Conditions, the Special Provisions govern. 1.02 ORGANIZATION & FORMAT OF SPECIFICATIONS A. Organization: Division and paragraph numbers, as listed in the "Table of Contents" of the Project Manual and the items of work included under the headings generally conform with the "Master Format" of the Construction Specification Institute. Numbering of paragraphs and divisions is merely for convenience and identification and may not be consecutive; the Contractor shall check his copies of the Contract Documents with the specification index and drawing index to be sure that they are complete. Trade headings are used in the specifications for convenience only. The Owner is not bound to define the limits of any subcontractors. B. Format: These specifications are of the abbreviated or "streamlined" type, and frequently include incomplete sentence. Words such as "shall", "shall be", "the Contractor shall" and similar mandatory phrases are noted on the drawings. Phrases following a heading for material or item of equipment and listing required features or characteristics of the item shall be construed as meaning, "The item shall be...", or "The item shall include...", and the Contractor shall provide all items, articles, materials, and operations listed; including all labor, material, equipment and incidentals required for satisfactory installation and completion of the work. C. Definitions: The following terms are used in the Contract Documents and are defined as follows: 1. The terms "approved" and "for approval" mean "approved in writing by the Architect" and "for the Architect's written approval". 2. The term "coordinate" means "satisfactorily combine the work of all trades for a complete and operating installation". 3. The term "selected" means "selected by the Architect". 4. The term "provide" means "furnish and install". 5. The term "directed" means "as directed by the Architect". & Where the terms, "or approved" or "or approved equal" are used, the Owner is the sole judge of the quality and suitability of the proposed substitution. D. Indicated Manufacturer: Materials, articles and pieces of equipment are identified on the drawings and in the specifications by reference to a specific manufacturer's or manufacturers' name, trademark, model or catalog number. The respective manufacturer's or manufacturers' standard specification for 2002-181aa 01015 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' SPECIAL PROVISIONS SECTION 01015 ' such material, particle or piece of equipment shall be deemed to be included herein unless otherwise modified or indicated. ' E. Related Work: Certain Sections of these Specifications include references to "Related Work", shown in other Sections of these Specifications. These references are provided only as a convenience to the Contractor, and may not ' always occur, or always reference all related work or requirements in other sections. The Contractor shall be responsible for conformance to these entire ' specifications, and shall be responsible for insuring that all requirements and work in separate sections, whether referenced or not for his convenience, are properly coordinated and executed. 1.03 STANDARD SPECIFICATIONS ' A. Reference in the technical divisions of these specifications to standard date of the following organizations shall mean the latest edition at the date noted on the specification book, unless otherwise noted. The Contractor shall conform with said standard requirements when reference is made thereto as if the data were repeated verbatim in the specifications, except where standard data are supplemented and modified by the Specifications. B. Abbreviations: Standard data of the following organizations are referenced in ' y the specifications, and the organization names are abbreviated as noted. AAN: American Association of Nurserymen, 835 Southern Bldg., ' Washington, D.C. 20006 ACI: American Concrete Institute, P.O. Box 4754, Redford Station, ' Detroit, Michigan 48219 AIA: American Institute of Architects, 1735 New York Avenue, Washington, D.C. 20006 ANSI: American National Standards Institute, 1430 Broadway, New ' York, N.Y. 10018 APWA: American Public Works Association, Washington State Chapter, Olympia, Wa. 98504 ASTM: American Society for Testing & Materials, 1916 Race St., Philadelphia, Pa. AWL Architectural Woodwork Institute, 13924 Braddock Road, Centreville, Va. 22020 AWS: American Welding Society, 33 West 39th Street, New York, N.Y. 100d18 ' AWWA: American Water Works Association, 2 Park Avenue, New York, N.Y. 10000 CRSI: Concrete Reinforcing Steel Institute, 38 South Dearborn St., ' Chicago, III. CS: Commercial Standard of the U.S. Department of Commerce, Washington, D.C. 20025 ' CSI: Construction Specifications Institute, 1717 Massachusetts Ave. N.W., Washington, D.C. 20036 DPFA: Douglas Fir Plywood Association, now known as American Plywood Association, P.O. Box 1337, Tacoma, Wash. 98401. 2002-181aa 01015 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 IEEE: Institute of Electrical & Electronic Engineers, 33 West 39th St., New York, N.Y. 10018 IPCEA: Insulated Power Cable Engineers Association, 283 Valley Road, Montclair, New Jersey 07042 NEMA: National Electrical Manufacturer's Association, 155 East 44th At., New York, N.Y. 10017 NFPA: National Fire Protection Association, 60 Betterymarch St., Boston, Mass. 02110 NWMA: National Woodwork Manufacturers Association, 400 West Madison Wn., Chicago, III. 60600 PS: Product Standard of U.S. Dept. of Commerce, Washington, D.C. 20025 SSPC: Steel Structures Painting Council, 4400 Fifth Ave., Pittsburgh, Pa. 15213 UBC: Uniform Building Code of International Conference of Building Officials, 530 South Workman Hill Road, Whittier, California 90601 UL: Underwriter's Laboratories, 333 Pfinsten Road, Northbrook, III. 60062 WPWA: Washington Public Works Association WWPA: Western Wood Products Association, Yeon Building, Portland, Oregon 97204 WSDOT: Washington State Department of Transportation 1.04 PROTECTION A. Protection of Employees: in order to protect the lives and health of its employees under the Contract, the Contractor shall comply with all pertinent provisions of the Occupational Safety and Health Administration including the Contract Work Hours and Safety Standards Act, as amended, commonly known as the Construction Safety Act, as pertains to health and safety standards; the Washington Industrial Safety and Health Act; and shall maintain an accurate record of cases of death, occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment on work under the Contract. The Contractor alone shall be responsible for the safety, efficiency, and adequacy of his plant, appliances, and methods, and for any damage which may result from their failure or their improper construction, maintenance, or operation. B. Protection of Property: The Contractor shall at its own expense carefully ■ protect from injury trees (other than those authorized for removal under clearing operations), building, telephone, telegraph or power and light poles, water lines, conduit, drains, culverts or any other structures and improvements at no cost to the Owner, leaving them in as good condition as they were prior to his interference, determined by the Architect; and the Contractor shall be liable for any damages or claims arising from these interferences with said structures. The Contractor shall make every effort to avoid damage to or breaking of water mains or service pipes and shall be responsible for determining actual locations of public and private utilities in the field and 2002-181 as 01015 PAGE 3 , GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 ' checking with the appropriate agencies involved. The Contractor shall be solely responsible for any damage resulting from his operations. ' C. Payment by the Owner for materials or equipment stored on site or off site, or for work, does not relieve the Contractor of his responsibility to incorporate said materials and equipment into the work, and for protecting these materials, equipment and work from damage, theft, or destruction. 1.05 NUMBER OF SPECIFIED ITEMS REQUIRED Wherever in these: specifications, an article, device or piece of equipment is referred to in the singular number, such reference applies to all and as many such articles as are shown on the drawings or required to complete the installation. 1.06 CONTRACT RESTRICTION A. Time of Completion: The work of this Contract shall commence immediately after the effective date of the Notice to Proceed and shall be fully completed within the specified number of calendar days. It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning and the time for completion as specified in the Contract of Work to be done hereunder are ESSENTIAL CONDITIONS of this Contract; and it is further mutually understood and agreed that the Work embraced in this Contract shall be commenced on a date to be specified in the Notice to Proceed. The Contractor agrees that said Work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the Work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range ' and usual industrial conditions prevailing in this locality. B. Liquidated Damages: If the said Contractor shall neglect, fail or refuse to complete the Work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner an amount of money for each calendar day of delay after the time set, not as a penalty but as liquidated damages for loss of use of the facility. The amount of money shall be as described in Instructions to the Bidders. Said amount shall be retained from time to time by the Owner from current periodic estimates. It is further agreed that time is of the essence of each and every portion of this Contract and of the Specification wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the Contract an additional time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this Contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess, cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner: Provided further, that the Contractor shall not be charged with 2002-181aa 01015 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 liquidated damages or any excess cost when the delay in completion of the work is due: 1. To any preference, priority or allocation order duly issued by the Government, and 2. To unforseeable cause beyond the control and without the fault or negligence of the Contractor, including but not limited to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and severe weather, and 3. To any delays of subcontractors or suppliers occasioned by any of the causes specified in subsections 1 and 2 of this paragraph; Provided further, that the Contractor shall within ten (10) days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the Contract, notify the Owner, in writing, of the cause of delay, who shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. C. The foregoing provision for liquidated damages is in addition to and not in limitation of any other rights or remedies available to the Owner. 1.07 PRE-CONTRACT CONFERENCE After opening of Bids and before the signing of the Contract, the successful Bidder shall meet with the Owner within 10 days of bid opening to coordinate the Progress Schedule and to discuss other requirements that may be of concern to any of the parties involved; conditions mutually agreed upon at this conference may be incorporated into the Contract. 1.08 PAYMENTS A. Progress Payments: Progress payments will be made based upon the value of the work performed and of the materials suitably stored at the siteas determined by the Owner less the aggregate of any previous payments and retainage. Refer to Section 01027 for Application for Payment. B. Retainage will be held back at 5% of each pay request. Retainage will be held in an account at the direction of the Contractor, per the forms included in these documents. Any costs associated with holding these funds in any account shall be borne by the Contractor. Retainage shall be available to the Owner to meet obligations which the Contractor incurs but does not meet, or to meet obligations to the Owner incurred through conditions of the contract. Retainage does not relieve the Contractor of any obligations of the contract, nor of any financial obligation which retainage is not sufficient to meet. Retainage or use of retainage shall not reduce the Contractors requirements under the contract. 2002-181aa 01015 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 t 1.09 INSTRUCTIONS All instructions will be given to the Contractor, or to his authorized agent, by the ' Architect for distribution to subcontractors or tradesmen on the Work; in like manner all communication from subcontractors and tradesmen on the Work to the Owner or Architect will be given through the Contractor; no subcontractors or tradesmen shall contact the Owner or Architect to discuss the Work, except as the Contractor may arrange. 1.10 HAZARDOUS AND TOXIC SUBSTANCES A. Raw Sewage Liquids: Raw sewage liquids, without solids, removed from a manhole or sewer main may be disposed of in a City owned sewer manhole with the approval by the Owner's field representative for each manhole location. B. The following toxic substances may not be disposed into the City's sewage system and must be disposed off site per all applicable laws and regulations at the expense of the Contractor: 1. Solids: Any solids removed from the manhole being serviced, including, but not limited to, rocks, concrete, vegetation, wood products and by- products. 2. Flammable or Explosive Material: Flammable liquids, solids, or gases capable of causing or contributing to explosion or supporting combustion in any sewerage facilities including, but not limited to, the following: fuel oil, waste crankcase oil, and acetylene generation sludge. 3. Odorous Substances: Any noxious or malodorous gas or substance which either by itself or by interaction with other wastes, is capable of creating a public nuisance or hazard to life or of preventing entry by authorized personnel to pump stations and other sewerage facilities. 4. Toxic Vapor: Any gas or substance which either by itself or by interaction with other wastes can produce a toxic vapor. These substances include, but are not limited to, chlorinated hydrocarbons, hydrogen sulfide, sulfur dioxide:, and cyanide compounds. 5. Corrosive Substances: Any gas or substance which either by itself or by ' interaction with other waste may cause corrosive structural damage to sewer works or treatment facilities, but in no case wastes with a PH lower than 5.5. ' 6. Excessive Waste: Wastes at a flow rate and/or pollutant discharge rate which are excessive over relatively short time periods so that there is a ' treatment process upset and subsequent loss of treatment efficiency. 7. Slurry Type Materials: Materials such as concrete slurry or liquid epoxy mix or other substance that may harden in the sewer system. 2002-181aa 01015 PAGE 6 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SPECIAL PROVISIONS SECTION 01015 C. Toxic Waste Materials: Material removed from any sewage utility which has contact with the raw sewage or vapors is considered toxic waste material and must be disposed of in a proper manner as outlined by the State. This material shall not be disposed of in the City. D. The City does not provide a waste site for this project. The Contractor is responsible for legal disposal of all waste materials. 1.11 CONDITION OF WORKSITE The Contractor shall examine the premises and conditions of the site affecting the Work and shall compare them to conditions as represented in the Contract Documents. Should conflicts or inconsistencies between the actual conditions and the Contract Documents be noted, the Contractor shall notify the Owner and await his directions. 1.12 APPARENT CONTRADICTIONS It is mutually agreed and understood between the Owner and the Contractor that if any instance of contradiction between drawings of different scale, or between drawings and specifications, or between sections of the specifications, the more stringent requirements shall be interpreted as being in the Contract Sum. 1.13 OWNER OCCUPANCY The Owner reserves the right to use or to occupy the Project or any part thereof or to use the equipment installed under the Contract, prior to final payment and acceptance of the Work or any part thereof. Such use shall not negate or change the responsibility of the Contractor to the Owner for satisfactory completion of the Work, nor shall it negate any insurance provisions specified to be carried in full force until the time of acceptance. END OF SECTION 2002-181aa 01015 PAGE 7 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS APPLICATION FOR PAYMENT SECTION 01027 PART1 GENERAL 1.01 SECTION INCLUDES Submit Application for Payment based upon Schedule of Values previously submitted to and approved by the Owner's Representative. 1.02 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: AIA Doc G702 1. Fill in required information. a. Include Change Orders approved prior to Application submittal date. b. Fill in summary of dollar values to agree with respective total indicated on any continuation sheets. C. Original signatures on all copies by responsible officer of Contract firm; notarized. B. Continuation Sheets: AIA Doc G703 1. Totally fill in all schedule component work items. Show item number/scheduled dollar value/item Schedule of Values/01370. 2. Fill in dollar value in each column for each scheduled line item. a. Round off values to nearest dollar/Tally Sheet. b. If no work has been performed, show "0." 3. At end of continuation sheets, list each Change Order approved prior to submission date. a. List by Change Order Number, and description, as for an original component item of work. b. Show WSST as a separate item and including a separate item for each change order. 1.03 SUBMITTAL PROCEDURE A. Submit four copies of Application for Payment at times stipulated in Agreement between Owner and Contractor. Allow stipulated time for processing. B. When Owner's Representative finds Application properly completed and correct, he transmits Payment Certificate to applicable department for payment. END OF SECTION 2002-181aa 01027 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CHANGE ORDERS SECTION 01028 PART1 GENERAL 1.01 SECTION INCLUDES Promptly implement change order procedures including: 1. Submittals 2. Documentation of change in Contract Sum/Price and Contract Time 3. Change procedures 4. Construction change directives 5. Unit price change orders 6. Execution of change orders 7. Correlation of contractor submittals 1.02 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 G701. 1.03 DOCUMENTATION OF CHANGE IN CONTRACT SUM / PRICE AND CONTRACT TIME A. Submit detailed records of work to be done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: 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. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 2002-181aa 01028 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS , CHANGE ORDERS SECTION 01028 ' 1.04 CHANGE PROCEDURES A. Owner will advise of minor changes in the Work not involving an adjustment to ' Contract sum or Contract Time as authorized by The General Conditions to the Contract, Paragraph 7.4. ' B. The Owner's Representative 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 and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within 5 days. C. The Contractor may propose a change by submitting a request for change to the Owner, describing the proposed change and its full effect of the Work, with a statement describing the reason for the change, and the effect of the Contract/Sum Price and contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. 1.05 CONSTRUCTION CHANGE DIRECTIVE - EMERGENCY CONDITIONS A. Owner may issue a document, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order only under emergency conditions or as authorized by the Owner. B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum or Contract Time. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. E. Promptly execute the change in Work. 1.06 UNIT PRICE CHANGE ORDER For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. 1.07 EXECUTION OF CHANGE ORDERS Execution of Change Orders: Owner will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.08 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. 2002-181aa 01028 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CHANGE ORDERS SECTION 01028 B. Promptly revise construction schedules to reflect any change in Contract Time, revise sub-schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. END OF SECTION 2002-181aa 01028 PAGE 3 GENE COULON MEMORIAL PARK PLAY AREA IMPROVEMENTS REGULATORY REQUIREMENTS SECTION 01060 PART GENERAL 1.01 SECTION INCLUDES A. Comply with all governing laws, ordinances, statutes, rules and regulations, bearing on the conduct of the work as drawn and specified. This includes modifications, amendments, additions, and the like, current as of Project Manual Date. B. Referenced codes establish minimum requirement levels. Where provisions of various codes or standards conflict, the more stringent provisions govern. Promptly submit to Architect written notice of observed contract document variations from legal requirements. C. Compliance requirements include, but are not limited to following: 1. Uniform Building Code and City of Renton amendments to Code and Related Standards, 1994 Edition, published by the International Conference of Building Officials. 2. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 2000 Edition. 3. Rules and Regulations for the State/City/County Board of Health, as applicable. 4. Department of Labor and Industries Regulations. 5. Environmental Requirements: All work to be performed in compliance with relevant statutes and regulations dealing with prevention of environmental pollution and preservation of public natural resources. 6. Energy Requirements: Comply with insulation and energy conservation requirements of State of Washington, WAC 51.11. D. Specification of Higher Standards: Drawings and Specifications govern whenever Drawings and Specifications require higher standards than are required by governing codes, regulations, and the like. E. Jurisdiction Inspection Reports: Contractor shall immediately submit a copy to the architect and owner upon receipt of all on-going inspection reports made by the city, county, or state regulatory agencies pertaining to the construction and construction procedures. Contractor shall request from inspection agency that all inspection comments be made in writing and cite specific sections of code, rules or regulations being referenced. END OF SECTION 2002-181aa 01060 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SHOP DRAWINGS, PRODUCT DATA, & SAMPLES SECTION 01340 PART1 GENERAL 1.01 SECTION INCLUDES Submit Shop Drawings, Product Data and Samples required by the Contract Documents. PART2 PRODUCTS 2.01 PRODUCT DATA Clearly identify on each copy, as applicable: • Pertinent products or models; performance characteristics 2.02 SAMPLES Office samples shall be of sufficient size and quantity to clearly illustrate: • Products' functional characteristics with integrally related parts and attachment devices; and full range of color and texture. 2.03 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in the submittals required by the Architect and resubmit until approved. B. Shop Drawings and Product Data: Revise initial drawings or data, and resubmit as specified for the initial submittal. 2.04 ARCHITECT'S REVIEW RESPONSIBILITIES Reviewing is only for general conformance and compliance with Project Design concept and Contract Documents. Any action shown is subject to Contract Documents' requirements. Contractor is responsible for: 1. Dimensions (confirm and correlate at job site). 2. Fabrication processes; construction techniques. 3. Quantities, space requirements, coordination of work with that of other trades. 4. Union jurisdiction, infringements of patent rights. 5. Possible cause of injury to persons or property. 6. Satisfactory performance of your work, and the like. END OF SECTION ft 2002-181 @a 01340 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA QUALITY CONTROL SECTION 01400 PART GENERAL 1.01 REQUIREMENTS INCLUDE A. General Quality Control B. Workmanship C. Manufacturer's Instructions D. Testing Laboratory Services 1.02 QUALITY CONTROL, GENERAL Maintain quality control over subcontractors and suppliers, manufacturers, products, services, site conditions, delivery schedules, and workmanship, to produce work of specified quality. 1.03 WORKMANSHIP A. Comply with industry standards B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.04 MANUFACTURERS' INSTRUCTIONS Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Owner before proceeding. 1.05 TESTING LABORATORY SERVICES A. Owner will employ and pay for services of an Independent Testing Laboratory to perform inspections, tests, and other services required by individual Specification Sections and by governing authorities. B. Services will be performed in accordance with requirements of governing authorities and with specified standards. C. Reports will be submitted to Architect/Engineer/Owner in triplicate giving observations and results of tests, indicating compliance or non-compliance with specified acceptable standards and with Contract Documents. END OF SECTION 2002-061 as 01400 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS INSPECTIONS & TESTS SECTION 01430 PART1 GENERAL 1.01 SCOPE When testing is required, special inspection and laboratory services obtained by the Owner are solely an assurance that Contract Document provisions are met. Results of Owner-procured tests and inspections may be made available to the Contractor as a convenience only. In no way is this to be construed as relieving the Contractor of his obligations to provide materials and workmanship in accordance with the specifications. 1.02 COSTS Except as specified elsewhere, the Owner will select and pay for all initial services of the testing laboratory for tests not required by public regulatory authorities. When initial tests indicate non-compliance with the Contract Documents, the costs of initial tests associated with that non-compliance will be deducted by the Owner from the Contract Sum. All subsequent re-testing will be performed by the same testing laboratory and the costs of any test not in compliance will be deducted from the Contract Sum. 1.03 CODE COMPLIANCE TESTING Inspections and tests required by codes, ordinances or by a plan approval authority, and made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the Contract Documents. 1.04 SUBMITTALS Promptly process and distribute all required copies of test reports and related instructions. 1.05 DUTIES OF INSPECTORS AND TESTING SERVICES A. General: Inspection and testing services may be engaged by the Owner for the checking and testing of the following phases of the Work. B. Site work and Utilities: 1. Compaction of Fill: Test fill after compaction for required densities. 2. Earthwork: Inspect excavations for conformance with specifications. 3. Depth and Class of material: Test paving and surfacing for specified depth, class, and compaction. 4. Material make-up: Test for compliance with specifications. 1.06 CONTRACTOR'S RESPONSIBILITY A. Notification: 1. Notify Owner's Representative at least 48 hours before inspection will be required. 2. Notify testing laboratory sufficiently in advance of operations (not less than 48 hours) to allow for laboratory assignment of personnel and scheduling of tests. 2002-181 as 01430 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS t INSPECTIONS &TESTS SECTION 01430 ' B. Defective Work: Remove and replace or bring into conformance with the Contract ' Documents any materials and work found defective by testing and inspection personnel at no additional cost to the Owner. C. Adherence to Schedule: When the testing laboratory is ready to test according to t the determined schedule but is prevented from testing or taking specimens due to incompleteness of the work, all extra costs attributable to the delay may be charged to the Contractor. ' END OF SECTION ' 2002-181aa 01430 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONSTRUCTION FACILITIES, UTILITIES, AND TEMPORARY CONTROLS SECTION 01500 PART 1 GENERAL 1.01 REQUIREMENTS INCLUDE: A. Barriers B. Protection of Property C. Erosion and Sediment Control D. Cleaning During Demolition E. Noise Control F. Automobile Parking G. Pollution Control 1.02 PROTECTION OF UTILITIES & PROPERTY A. The Contractor is responsible for location and protection of all existing utilities. The Contractor shall at its own expense carefully protect from injury trees (other than those authorized for removal under clearing operations), building, telephone, telegraph or power and light poles, water lines, conduit, drains, culverts or any other structures and improvements at no cost to the Owner, leaving them in as good condition as they were prior to his interference, determined by the Architect; and the Contractor shall be liable for any damages or claims arising from these interferences with said structures. The Contractor shall make every effort to avoid damage to or breaking of water mains or service pipes and shall be responsible for determining actual locations of public and private utilities in the field and checking with the appropriate agencies involved. The Contractor shall be solely responsible for any damage resulting from his operations. B. Gene Coulon Memorial Beach Park will be open to the public during the Work, and the Contractor will make every effort to avoid disruptions and disturbances to public areas during construction. 1.03 BARRIERS A. Make provisions to prevent public entry to the site, and to protect existing sidewalks, plantings, and adjacent properties from damage by demolition operations. B. Provide temporary fencing and other installations as required to prevent public entry into the project area. The Contractor is responsible to protect the project area from unauthorized entry. C. Provide barricades as required by governing authorities for protection of the public in the public right-of-way. Maintain usable sidewalk access as much as practical during demolition operations. D. Provide for maintaining vehicular traffic around site, and prevent spillage of materials on public streets. 2002-181aa 01500 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONSTRUCTION FACILITIES, UTILITIES, AND TEMPORARY CONTROLS SECTION 01500 1.04 PROTECTION OF ADJACENT PROPERTIES A. Provide temporary protection of existing improvements in public ROW areas beyond the property lines. Protect improvements from demolition traffic and movement of heavy objects. B. Protect during the entire project: 1. Adjacent structures, sidewalks, and alley 2. Utilities adjacent to the site. 3. Trees and shrubs, except those to be removed. C. Repair or replace any damaged items. 1.05 EROSION & SEDIMENT CONTROL A. Set up temporary erosion control facilities as needed and required to prevent sediments entering into the existing storm water system and lake. B. Separate sedimentation from water before discharging into storm system. 1.06 CLEANING DURING DEMOLITION A. Control accumulation of waste materials and rubbish dumping. Periodically dispose off- site in authorized dump sites. B. Clean adjacent public rights-of-way if necessary as a result of the contractors operations. 1.07 FIELD OFFICES AND SHEDS None required. 1.08 NOISE CONTROL A. Verify with City the allowable noise producing demolition work hours for each day of the week. Comply with local noise ordinances if more stringent than noted herein. B. In addition to the Noise Ordinance requirements, to reduce the noise impact of demolition on nearby properties, limit the hours of demolition to between 7:00 a.m. and 5:00 P.M. 1.09 AUTOMOBILE: PARKING Workers' automobiles may be parked at Gene Coulon Memorial Beach Park in the secured staging area in the parking lot adjacent to the site. 2002-181aa 01500 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONSTRUCTION FACILITIES, UTILITIES, AND TEMPORARY CONTROLS SECTION 01500 1.10 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by any construction operations. B. Excess dust created during demolition work shall be reduced to a minimum by spraying of water. END OF SECTION 2002-181 as 01500 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS TRAFFIC REGULATION SECTION 01570 PART 1 GENERAL 1.01 REQUIREMENTS INCLUDE A. Flagmen B. Flares and Lights C. Haul Routes D. Traffic Signs and Signals E. Removal F. Street Use Permits PART2 PRODUCTS 2.01 SIGNS, SIGNALS, AND DEVICES A. Traffic Cones and Drums, Flares, Lights and Traffic Control Barriers: As required by the City. B. Flagman Equipment: As required by the city. PART 3 EXECUTION 3.01 REFUSE CONTAINERS Locate refuse containers on-site, where possible, to prevent interference with public traffic and public parking. 3.02 FLAGMEN Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on public right of ways. 3.03 FLARES AND LIGHTS Use flares and lights during hours of low visibility to delineate traffic lanes and to guide vehicular and pedestrian traffic. 3.04 HAUL ROUTES Consult with city authorities, establish acceptable public thoroughfares to be used for haul routes and site access. 2002-181aa 01570 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' TRAFFIC REGULATION SECTION 01570 ' 3.05 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on-site, install at crossroads, detours, parking areas, ' and elsewhere as needed to direct construction and affected public traffic. B. Relocate as Work progresses, to maintain effective traffic control measures. , 3.06 REMOVAL Remove equipment and traffic control devices when no longer required. Repair damage caused by installation. 3.07 STREET USE PERMITS Obtain street use permits for the work, traffic revisions, and haul routes, as may be required. END OF SECTION 2002-181aa 01570 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PRODUCT SUBSTITUTIONS SECTION 01630 PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. B. Requests for substitutions will not be considered until after award of the Contract. 1.03 DEFINITIONS A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions". The following are not considered substitutions: 1. Substitutions requested by Bidders during the bidding period, and accepted prior to award of Contract as directed by the Owner, are considered as included in the Contract documents and are not subject to requirements specified in this Section for substitutions. 2. Revisions to Contract Documents requested by the Owner or Owner's Representative. 3. Specified options of products and construction methods included in Contract Documents. 4. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. 1.04 SUBMITTALS A. Substitution Request Submittal: Requests for substitution will be considered if received within 15 days after Notice to Proceed has been issued. Requests received more than 15 days after commencement of the Work may be considered or rejected at the discretion of the Owner's Representative. 1. Submit 3 copies of each request for substitution for consideration. Submit requests on the Substitution Request Form included at the end of this Section. 2002-181aa 01630 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS , PRODUCT SUBSTITUTIONS SECTION 01630 ' 2. Identify the product, or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate: a. Product Data, including Drawings and descriptions of products, fabrication and installation procedures. b. Samples, where applicable or requested. C. A detailed comparison of significant qualities of the proposed substitution with those of the work specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect. d. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors that will become necessary to accommodate the proposed substitution. e. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. f. Cost information, including a proposal of the net change, if any in the awarded Contract Price. g. Certification by the Contractor that the substitution proposed is equal to or better in every significant respect to that required by the Contract Documents, and that it will perform adequately in the application indicated. Include the Contractor's waiver of rights to additional payment or time, that may subsequently become necessary because of the failure of the substitution to perform adequately. 3. Action of Owner's Representative: Within one week of receipt of the request for substitution, the Owner's Representative will request additional information or documentation necessary for evaluation of the request. Within 2 weeks of receipt of the request, or one week of receipt of the additional information or documentation, which ever is later, the Owner's Representative 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 in the form of a Change Order. 2002-181 as 01630 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PRODUCT SUBSTITUTIONS SECTION 01630 PART 2 PRODUCTS 2.01 SUBSTITUTIONS A. Conditions: The Contractor's substitution request will be received and considered by the Owner's Representative when one or more of the following conditions are satisfied, as determined by the Owner's Representative; otherwise requests will be returned without action except to record non-compliance with these requirements. 1. Extensive revisions to Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of Contract documents. 3. The request is timely, fully documented and properly submitted. 4. The request is directly related to an "or equal" clause or similar language in the Contract Documents. 5. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 6. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 7. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the owner may be required to bear. Additional responsibilities for the owner may include additional compensation to the Owner's Representative for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. 8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. 9. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. 10. The specified product or method of construction cannot provide a warranty required by the Contract documents and where the contractor certifies that the proposed substitution provide the required warranty. 2002-181aa 01630 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PRODUCT SUBSTITUTIONS SECTION 01630 ' B. The Contractor's submittal and Owner's Representative acceptance of Shop ' Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. ' PART 3 EXECUTION NOT APPLICABLE , END OF SECTION ' (AFTER FORM) 2002-181 as 01630 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PRODUCT SUBSTITUTIONS SECTION 01630 SUBSTITUTION REQUEST FORM Attention: Bill Rasmussen, Capital Project Coordinator Project: Gene Coulon Memorial Beach Park Play Area Improvements Contractor: Date: We hereby submit for consideration the following product/material instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Attach complete dimensional information and technical data, including laboratory tests, if applicable per section 01630, 1.04 Submittals. Include complete information on changes to Drawings and Specifications which proposed substitution will require for its proper installation. Submit with request all necessary samples and substantiating data to prove equal quality, performance, and appearance to that specified. Clearly mark Manufacturer's literature to indicate equality in performance. Indicate differences in quality of materials and construction. Fill in blanks below: Does the substitution affect dimensions shown on the Drawings? YES NO If YES, clearly indicate changes: Does the substitution alter the Contract Sum for the project? YES NO If YES, clearly indicate the dollar amount of change and whether substitution is an addition to or subtraction from the awarded Contract Price. 2002-181aa 01630 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PROJECT CLOSE-OUT SECTION 01700 PART1 GENERAL 1.01 SCOPE At or near completion of construction of the project, certain items, or work and submittals as specified elsewhere, are required prior to the Owner's acceptance and final payment for the project which include, but are not limited to, the following; and as outlined in Paragraph 1.10 of this Section. 1.02 CLEAN UP Exterior Surfaces: Remove construction equipment and temporary facilities from premises; clean and disinfect areas occupied by sanitary conveniences; remove temporary connection to services and restore to "original" condition. Remove all construction debris and excess materials. Complete all final maintenance requirements and leave all pavements within the limits of work in a broom clean condition. 1.03 GUARANTEES A. Provide one year warranty in writing. B. Guarantees and warranties shall begin at the time specified in the Owner's letter of substantial completion. 1.04 PROJECT RECORD The contractor is to mark set of drawings to show accurate measurements of all underground and hidden utilities and services related to the project; record all changes of direction and locations and dimensions and elevations. Clearly mark set as "Record Documents: Contractors' Set" and maintain in good condition, available at all times for inspection by Owner and not used for construction purposes. Upon completion of the project and before final payment, the Contractor shall forward the Record Documents showing clearly all "as-built" notations including dimensions to accurately locate all of the above including changes, to the Owner. The recording of information is the responsibility of the Contractor and shall be done at no additional cost to the Owner. 1.05 OPERATION & MAINTENANCE DATA General Building Manual: Furnish 3 finished copies of manual listing Contractor and subcontractors, including addresses and telephone numbers and name of contact person, all materials installed in the irrigation system. Include manufacturer's and suppliers' names, addresses, phone numbers, contact persons, and model numbers; all pertinent data required for replacement ordering or duplication at later date; list in order of how specified on typewritten 8-1/2 x 11 inch pages. Bind in hardback, cloth- covered binding with name of project, date of completion and acceptance and Owner's name, address and telephone number imprinted on cover. Deliver to Owner at time of acceptance of the work. 2002-181aa 01700 PAGE 1 , GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PROJECT CLOSE-OUT SECTION 01700 ' 1.06 FINAL INSPECTION A. In accordance with the General Conditions, and after receipt of written notice that the work is ready for final inspection and acceptance and receipt of the final application for payment, the Owner will make such inspection in the presence of the Contractor and furnish the Contractor with a "Punch List" of any items found incomplete or not in conformance with the contract documents. The Contractor shall remedy such defects within 30 days of his receipt of the list and the Owner will make one subsequent inspection of the work. B. Should correction not be made within the allotted 30 days and should additional inspections of the work be required due to failure of the Contractor to remedy defects listed, the Contractor shall pay to the Owner the cost of any additional Engineer's construction management costs on their published per hour rate of the actual cost of the expenses, plus travel expenses by private automobile at the rate of 32.0 cents per mile. Such sum shall be deducted from the Contractor's final payment. When the Owner finds the work acceptable under the final certificate for payment stating that, to the best of his knowledge, information and belief, and the basis of his observations, the work has been completed in accordance with the terms and conditions of the contract documents, then the entire balance found to be due to the Contractor, and noted in said final certificate less amounts indicated above, is due and payable in accordance with the General Conditions. 1.07 CORRECTION OF WORK DURING GUARANTEE PERIOD A. Corrections: Where items on the Owner's "Punch List" have not been corrected prior to expiration of the specified guarantee period, it shall nevertheless be the responsibility of the Contractor to permanently correct said items after the specified guarantee period, and the Contract shall not be fully ' performed until such permanent corrections are made. B. Guarantee Period: All corrective work performed by the Contractor in , remedying defective work during the guarantee period following the Owner's acceptance of the project shall be subject to the same guarantee requirements of the original work for a period as specified for the original work, from the date ' of completion of the corrective work. Further, the Contractor shall pay to the City for the Owner the amounts noted in paragraph 1.06 for inspections to assure performance of remedial work in accordance with Contract Documents. Such payment shall be immediately reimbursed to the Ownerupon receipt by the Contractor of an itemized billing. 1.08 PROJECT CLOSE-OUT PROCEDURES CHECKLIST: RESPONSIBILITY The contractor shall provide those OF: items so specified as his responsibility. Owner 1. Preliminary Punch List Owner 2. Beneficial Occupancy 2002-181aa 01700 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PROJECT CLOSE-OUT SECTION 01700 ..w RESPONSIBILITY The contractor shall provide those OF. items so specified as his responsibility. Owner 3. Beneficial Occupancy or Final Contractor 4. Acceptance, accept responsibility for: a. Insurance b. Utilities Owner 5. Final Punch List Contractor 6. 100% Completion of Specification Requirements a. Clean-up b. Guarantees & Warranties C. Test Results d. As-Built Dwgs. by Contractor e. Maintenance & Instruction Manuals f. Keying Schedules Contractor 7. Final Billing/100% (all items complete) Contractor 8. State Tax Release & Certificate of Payment of B&O Tax Contractor 9. Intent to pay Labor and Industries a. Applied for by Contractor on b. Received on Owner 10. Acceptance of Work Letter Owner 11. City Council Final Acceptance .. Owner 12. Final Acceptance Letter (identifying warranty date) Owner 13. Lien Documentatin —45 days after Final Acceptance a. Certification of No Liens Contractor 14. Cert. of Occupancy issued by Permit Agency Contractor 15. Final Affidavit of Wages Paid Contractor 16. Dept. of Labor& Industries a. Insurance Release b. Workmen's Compensation Release ow 2002-181 as 01700 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' PROJECT CLOSE-OUT SECTION 01700 ' RESPONSIBILITY The contractor shall provide those OF: items so specified as his responsibility. , Contractor 17. Affidavit of Payment of Debts and Claims (AIA G706) ' Contractor 18. Affidavit of Release of Liens (AIA G706A) Contractor 19. Certificate of State Sales Taxes Paid ' Contractor 20. Consent of Surety to Final Payment (AIA G707) Owner 21. Notice of Completion & Acceptance ' (Exec. Sig.) Owner 22. Processing of Retainage Payment begins ' a minimum of 45 days following date of Final Acceptance a. After Certification of Compliance is filed b. After Release from State Dept of Labor & Industries C. After Release from State Employment Security Dept d. After Release from State Dept of Revenue e. After Receipt of all approved Affidavit Wages Paid from Contractor 1.09 CERTIFICATE OF COMPLIANCE No final payment shall be made until the Contractor shall file with the City of Renton prior to acceptance of the work, a Certification of Compliance and release of liens in forms substantially as follows: I (we) hereby certify that all work has been performed and materials supplied in accordance with the plans, specifications and contract documents for the GENE COULON MEMORIAL BEACH PARK PLAY AREA, and that: a. Not less than the prevailing rates of wages as ascertained by the governing t body of the contracting agency has been paid to laborers, workmen and mechanics employed on this work; b. There have been no unauthorized substitutions of subcontractor; nor have any subcontracts been entered into without the names of the subcontractors having been submitted to the Owner prior to the start of such subcontracted work; C. No subcontract was assigned or transferred or performed by any subcontractor other than the original subcontractor, without prior notice having been submitted to the Owner together with the names of all subcontractors; 2002-181aa 01700 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PROJECT CLOSE-OUT SECTION 01700 d. All claims for material and labor and other services performed in connection with the contract documents have been paid; and for those claims for which liens have been filed, a release of lien has been filed with the Owner; e. All moneys due the State Industrial Accident Fund, the State Unemployment Compensation Trust Fund, the State Department of Revenue, hospital associations and/or others have been paid; f. The nature and source of all off-shore items in excess of Two Thousand Five Hundred Dollars ($2,500.00) utilized in the performance of this project have been reported; g. All provisions of nondiscrimination as called for in the contract documents have been complied with. 1.10 FINAL APPLICATION FOR PAYMENT Submit final Application for Payment in accordance with procedures and requirements of Owner. a. Submit "Affidavit of Wages Paid" from Contractor and all subcontractors. b. Lien waiver from General Contractor for entire contract. s C. Proof of Payment of taxes from the State Dept of Revenue END OF SECTION 2002-181 as 01700 PAGE 5 SITEWORK DIVISION 2 low GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS DEMOLITION AND SITE PREPARATION SECTION 02100 PART1 GENERAL 1.01 SCOPE A. Furnish all labor, equipment and materials necessary for demolition and site preparation as specified herein and shown on the drawings, including, but not limited to: 1. Structures: Removal of various existing structures on site not designated for preservation including but not limited to drainage piping, irrigation piping and heads not slated for re-use, concrete curb, concrete pavement, play area equipment and foundations, bench foundations, and miscellaneous debris. 2. Vegetation: Felling of designated trees including the removal of stumps, roots, and resulting debris; pruning of interfering roots of trees to remain; removal of interfering shrubs and groundcovers including removal of stumps, roots, and resulting debris. 3. Play Area Sand Surfacing: Remove and haul in its entirety. 4. Items slated for removal and re-installation: Light pole and luminaire, and catch basin. Preserve and protect for re-installation. 5. Items slated for removal and returned to Owner: Benches; return as specified. 6. Preservation and Protection: Including but not limited to existing vegetation, buildings, paving, fencing, rails, surfacing, walls and curbs, irrigation, underdrainage, and drainage structures not designated for removal or disturbance. 7. Erosion Control: Provide temporary measures as necessary and as specified and shown on the TESC drawings and notes. Take all measures necessary to insure that no sediment laden water enter the existing storm drainage system. Protect drainage system around perimeter of existing restroom building from contamination and damage. 8. Stockpiled Materials: See Section 02200, 3.02. 1.02 CONDITIONS A. Protection: 1. Use all means necessary to protect existing objects to remain and, in the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner at no additional cost to the Owner. 2. Use all means necessary to protect existing vegetation to remain. 2002-181 as 02100 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS DEMOLITION AND SITE PREPARATION SECTION 02100 t 3. Barriers, Safety Guard, and Warning Lights: Provide for and coordinate protection as required by law and ordinances restricting noise, dust, street cleaning, street use, restricted construction hours etc. Coordinate with t Owner. 4. Fire Lanes: Keep obstructions out of fire lanes at all times. ' B. Salvage: All items removed as a part of this Contract shall become the property of the Contractor unless indicated otherwise. Remove same from site or stockpile ' specified materials on site as directed. Do not allow material to accumulate on site. C. Limits of the Work: Any area not specifically shown for work shall be assumed to ' be beyond the Limit of Work and shall be protected against damage or alteration. Any scarring which occurs will require repairs or replacement to its original condition. No materials of any kind may be disposed of on the site outside the Limits of Work unless specifically approved by the Owner in advance. Restroom Building: This facility will be open to the public during construction activities. Ensure safe, unimpeded public access to this building. Restroom is not available for Contractor use. Parking Lot: A portion of the parking lot is designated for Contractor staging area. The remainder of the parking lot is open to the public. Protect construction site from unauthorized access. Utilize appropriate safety measures when accessing the construction site through this parking lot. D. Permits, Ordinances, etc.: Comply with all applicable Federal, State, County and local ordinances and regulations. E. Temporary Erosion and Sedimentation Control: Provide and maintain throughout ' the construction duration all measures shown on the drawings and in notes and/or required by King County Storm Drainage Manual to insure the protection of existing and proposed utilities, adjacent property, improvements provided by this , contract and existing site amenities. 1. Where possible, maintain natural vegetation to minimize erosion. ' 2. All required temporary sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or other construction to insure that sediment-laden water does not enter the existing drainage ' system. The systems depicted on this drawing are intended to meet City and County requirements. As construction progresses and unexpected (seasonal) conditions dictate, more siltation control facilities may be required ' to insure complete siltation control on the proposed project. Therefore, during the course of construction, it shall be the obligation and responsibility of the Contractor to address any new conditions that may be created by his activities and to provide additional facilities, over and above the minimum requirements, as may be needed to protect adjacent properties, and areas outside the Limit of Work. 2002-181aa 02100 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS DEMOLITION AND SITE PREPARATION SECTION 02100 3. Return siltation control areas to original ground conditions. 4. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the Contractor. 5. Approval of the sedimentation and erosion control plans by the Owner does not constitute an approval of storm drainage design, size nor location of pipes, restrictors or channels. 6. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September inclusive. 7. Where springs or seeps are encountered, soils exposed to these flows must be fully protected from erosion by rip rap or other acceptable surface treatment; all flows shall be directed away from the work area or any disturbed soil areas in non-erosive conveyance channels whenever possible. 8. Contractor shall inspect all erosion control facilities to insure adequacy. Inspections shall be conducted at the end of each work day, during construction at least once a week, if construction is interrupted and after each rainfall. F. Dust Control: Use all means necessary to prevent the spread of dust during performance of the work of this section. Moisten all surfaces as required to minimize dust. G. Depth of Play Area Sand Surfacing: Owner has measured sand depth at seven locations in the play area. Depths of sand were: 7", 3", 10", 7", 8", 2", and 16". Average depth at these locations is 7.57 inches (7.57'). Contractor is responsible for removal of sand in its entirety, whether average depth is equal, exceeded or less than reported measured depths. PART 2 PRODUCTS 2.01 FILL MATERIAL A. Fill required for voids, holes or trenches left by demolition of structures or stump removal located outside paving base course or structure footings is to be as follows: 1. To within 8" of finished grade in planting beds; select non-organic on-site cut as specified in Section 02200 Earthwork or imported fill as required. Top 6" to mulch line; topsoil per Section 02900 Planting. 2002-181aa 02100 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS DEMOLITION AND SITE PREPARATION SECTION 02100 2. To within 3" of finished grade in lawn area; select non-organic on-site cut as specified in Section 02200 Earthwork or imported fill as required. Top 3" to finish grade; topsoil per Section 02900 Planting. ' B. Fill required for voids, holes or trenches left by demolition of structures or stump removal (which extend below designed subgrade elevations) within the base area t of pavements or structure foundations is specified in Section 02200 Earthwork. 2.02 EROSION AND SEDIMENTATION CONTROL t A. Provide products as necessary to meet requirements indicated in Section 1.02 E, and as shown on TESC drawings, details, and as noted. ' PART 3 EXECUTION ' 3.01 PREPARATION A. Notification: Notify the Owner's Representative at least two (2) full working days prior to commencing the work of this section. B. Site Inspection: ' 1. Inspect the entire site and all objects designated to be removed and to be preserved. ' 2. Contact all utility providers to locate their existing utilities on the site. 3. Determine all requirements for removal, disconnecting, capping, and/or preserving and protecting active utility lines on site. 3.02 PROTECTION ' A. Barricade and cover as necessary. B. Keep all through lanes and drives clean and clear at all times. Conduct operations so as not to interfere with adjacent roads, drives, walks, service lanes, and parking lots. 3.03 DEMOLITION OF STRUCTURES AND PAVEMENTS A. Demolish all structures, vegetation, irrigation lines, surfacing, pavements, base material, rubble etc. designated for demolition. Legally dispose of debris. Remove structures, etc. to below where they may interfere with utilities or other underground improvements. B. Fill voids left by removed structures with specified fill. Bring to smooth and even grade conforming to surrounding grade. 2002-181aa 02100 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS DEMOLITION AND SITE PREPARATION SECTION 02100 3.04 REMOVAL OF PLAY AREA SAND SURFACING A. Remove sand surfacing in its entirety. Protect surrounds from excessive dust during removal, loading and hauling operations. Legally dispose of debris. 3.05 METHODS A. Burning of removed materials will not be permitted on site. B. Use of explosives not permitted. 3.06 CLEARING AND GRUBBING A. Tree Protection: Provide temporary fencing around existing trees as necessary to ensure protection. Do not operate vehicles or stockpile any material within the dripline of existing trees unless specifically directed by these documents. B. Existing Turf Areas: Strip all existing turf as indicated to a 2 1/2" minimum depth and remove and legally dispose of strippings off site. C. Organic Soils: Remove all organic soils from under all new structures, pavements and surfacing and as indicated in specifications. 3.07 DISPOSITION OF REMOVED MATERIAL A. All material removed under this Contract which is not to remain the property of the Owner shall become the property of the Contractor. Do not store or permit debris to accumulate on the site. Remove and legally dispose of all cleared vegetation and debris from the site. 3.08 BACKFILL A. Use approved backfill as specified in voids created by demolition work. Fill and compact per section 02200 Earthwork. 3.09 CLEAN UP A. On completion of demolition work, leave the property and adjacent areas clean and satisfactory to the Owner. END OF SECTION 2002-181aa 02100 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK PART GENERAL SECTION 02200 1.01 DESCRIPTION A. Work in this section includes furnishing all material, labor and equipment necessary for excavating, filling and grading items, including but not limited to the following: 1. Cutting, filling and compaction to obtain indicated subgrades. 2. Import and placement, hauling and disposal. 3. Excavation, screening, and placement of suitable on-site soil. 4. Rough grading and fine grading and excavations for all construction not specifically excluded from this division. 5. See Section 03300, Cast-in-Place Concrete, for items related to this section. 1.02 CONDITIONS A. Dust Control: Use all means necessary to control dust on and near the work if such dust is caused by the Contractor's operations during performance of the work. B. Limits of Construction: Confine operations to within the lines or boundaries indicated on the Drawings. Areas with no work indicated shall be considered outside the Limits of Work. C. Cut and Fill Quantities: It is the Contractor's responsibility to produce all graded surfaces as shown on the drawings. Cut and fill quantities may not balance. Contractor is responsible for haul and legal disposal of all excess cut materials and supply, import, and placement of all required fill materials if not available from on- site operations. 1.03 REFERENCE A. ANSI/ASTM C136 - Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D1556 - Density of Soil in Place by the Sand-Cone Method. C. ANSI/ASTM D1557 - Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 lbs. (4.54 kg) Rammer and 18 inch (457 mm) Drop. D. ASTM D 1140 Amount of material in soil finer than No. 200 sieve. E. ASTM D 2049 - Test for Relative Density of Cohesionless Soils. F. Washington State Department of Transportation and American Public Works Association Washington State Chapter Standard Specifications for Road, Bridge, 2002-181 as 02200 PAGE 1 ' GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK SECTION 02200 ' and Municipal Construction, 2000 Edition, sections as applicable or specified, herein after referred to as the "Standard Specifications". 1.04 QUALITY CONTROL ' A. Special Inspection: Notify Owner's Representative at least 48 hours before ' inspection of staked layout and grades, compaction and fill as required. B. Compaction Approval: Verification of specified compaction density is required prior to commencement of subsequent construction, which would cover the compacted areas. C. Layout & Grading Approval: Verification of proposed layout and subgrade elevations is required prior to commencement of earthwork operations. 1.05 PROTECTION & PRECAUTIONS A. Protection and Storage: Use all means to protect all materials of this Section before, during and after installation and to protect all objects designated to remain. Protect benchmarks, monuments and other reference points. B. Repairs and Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner's Representative and at no additional cost to the Owner. C. Frost: Keep earth under pavement, slabs and footings free from frost, should bearing surfaces be softened, re-excavate to solid bearing and fill with select existing soil at Contractor's expense. D. Utilities: Protect any active piping or wiring encountered; notify responsible agencies prior to excavation. Remove inactive or abandoned utilities from within the construction areas; plug or cap where directed by Owner. Adjust all manholes to finish grade as indicated and necessary. PART 2 PRODUCTS 2.01 GENERAL A. Approval required: All fill materials shall be subject to approval by the Owner's Representative. ' B. Notification and Submittals: At least four (4) working days prior to importing any fill material to the site, submit samples as necessary to the Owner's Representative , for approval. 2.02 STRUCTURAL FILL A. Imported Structural Fill: Fill material as required beneath proposed paved surfaced areas and foundations shall consist of granular soils conforming to 2002-181aa 02200 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK SECTION 02200 gradation requirements for Gravel Borrow per Section 9-03.14 (1) of the Standard Specifications. Rocks over 3 inches in diameter, sticks, debris, vegetation or deleterious substances shall be basis for rejection. B. On-Site Fill: Any on-site material proposed for fill as required beneath proposed paved areas shall conform to 2.02 A. above and shall be approved by Owner prior to placement. 2.03 COMMON FILL A. General: Fill for subgrade in plant beds and turf areas shall be approved excavated on-site soils, or approved imported material. Fill shall have a maximum particle size of 2" and be free of large rocks, sticks, or other deleterious materials. Stripped topsoil may be used as subgrade within the 10" under topsoil, in plant beds and turf areas. Depth of organic soils used as subgrade may be deeper than 10" only in areas approved by Owner's Representative. Do not use stripped topsoil under pavements, surfacings, structures, or other areas where structural fill is required. 2.04 OTHER MATERIALS A. All other materials not specifically described but required for proper completion of the work in this Section shall be as selected by the Contractor subject to the approval of the Owner. 2.05 CRUSHED ROCK BASE COURSE A. 5/8" minus crushed surfacing per WSDOT 9-03.9 (3). 2.06 OTHER MATERIALS A. All other materials, not specifically described but required for proper completion of the work in this Section, shall be as selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION 3.01 GENERAL A. Familiarization: The Contractor acknowledges satisfaction regarding his/her knowledge of the nature of the work and physical conditions at the site, the confirmation and conditions of the ground, the character of equipment needed during the execution of the work and all other matters that can in any way affect the work or the cost thereof under this contract. B. Survey and Layout: The Contractor shall lay out the work in this contract from established property lines/base lines and bench marks indicated on the drawings. Contractor shall be responsible for establishing and maintaining horizontal and 2002-181aa 02200 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK SECTION 02200 vertical control. Maintain grade stakes until subgrades and/or finish grades are approved by the Owner's Representative. C. Approvals: Any grading or subgrading work requiring testing for compaction or approval for gradient or surface conditions shall not be covered or enclosed by any subsequent stage of construction prior to required approvals. Should any of the work be so enclosed or covered up before it has been approved, the Contractor may be required to uncover all such work, obtain necessary approvals, and replace or repair work to conditions prior to uncovering, all at no additional cost to the Owner. 3.02 EXCAVATING A. Excavate to the lines and elevations necessary for the proper construction of the work. Equipment and methods shall be suitable for the work at hand. B. Excavations shall be kept free from water while construction is in progress. Soil disturbed or weakened by the Contractor's operations, or soil permitted to soften from exposure to weather or ponding water, shall be excavated, replaced with suitable granular material, and compacted thoroughly. All excavated material that is unsatisfactory for fill and backfill shall be wasted per Section 02100. Excavations carried below the depths indicated, without specific directions by the Owner's Representative shall be refilled to the proper grade with suitable material and compacted thoroughly at the Contractor's expense. C. Shoring and Sheeting: Excavations shall be sufficiently laid back or shored and sheeted with members of sizes and arrangement sufficient to prevent injury to persons, damage to structures, injurious caving and erosion. Shoring, sheeting, and bracing shall be removed as the excavations are backfilled. Care shall be exercised to prevent caving during the removal of the shoring and/or sheeting. D. Excavation for Pipe Trenches (except perforated pipe trenches): Trenches for pipe lines unless otherwise specified or indicated on plans shall be along straight lines. The width of trench minimum of one foot (1') wider than the outermost portion of the pipe, the sides of pipe trenches as nearly vertical as practical. Unless otherwise specified or detailed, the trench shall be excavated at least three inches (3") and not more than six inches (6") below the specified grade. E. Excavations for Pavements, Concrete Slabs, and Foundations: If stripping operations have not entirely removed all organic soils or other unsuitable materials under pavements, concrete slabs, and foundations, perform additional excavation as required to provide firm bearing soil. On slopes the area under the embankment shall be scarified to allow the first layer of fill to key into existing soil. F. Excavations for Structures: 1. Excavate as necessary for construction of work shown on drawings or specified allowing ample space for formwork. Obtain Owner's approval before proceeding with foundation work. 2002-181aa 02200 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK SECTION 02200 2. Depth of Excavation: Excavate to solid bearing at elevations no higher than those indicated on drawings for footings and pavements. Remove organic soils to a minimum 3 feet below structure. G. Excavation and Compaction in New Play Area: 1. Excavate as required for installation of play area drainage (N.I.C.) and surfacing systems (N.I.C.) as shown on the drawings. Depth from top of compacted subgrade to play area surfacing finish grade is fifteen inches (15") to sixteen inches (16"). Depth from top of subgrade to finish grade of adjacent paved surfaces is seventeen inches (17") to eighteen inches (18"). In each case, freeboard of two inches (2") from finish play area grade to finish pavement grade is required. 2. Slope subgrade in accordance with finished grades shown on plan— minimum of 1%—to drain to new collector pipe in location as shown. 3. Compact subgrade to 95% in preparation for installation by others of underdrainage and play area surfacing in accordance with 3.03 of this section. H. Material Storage: Stockpile satisfactory excavated material until required for backfill or fill. Place, grade, and shape stockpiles for proper drainage. Cover stockpiles with appropriate secured material, such as plastic sheeting, to prevent erosion and sedimentation. 1. Locate and retain soil materials away from edge of excavations. 2. Dispose of excess soil material and waste materials as specified herein. 3.03 PREPARATION OF SUBGRADES & AREAS TO RECEIVE FILL A. Compaction Equipment: 1. Use equipment suited to the soil being compacted. 2, Sheepfoot Rollers: If used, provide cleaner bars attached to prevent the accumulation of materials between tamper feet. 3. Rollers: Use rollers so designed that the effective weight can be increased. B. Prior to any fill placement, the areas to receive fill should have vegetation removed, be grubbed and stripped of organic topsoils, be rolled with a suitable compactor to densify the disturbed soils and to identify any loose or soft areas. Those locations where a dense, non-yielding surface cannot be achieved within 24" of the finish grade should be dewatered and recompacted or undercut and replaced with compacted granular fill. Those areas to be paved or within play area should be compacted to achieve a uniform, minimum density equivalent to 95% of the modified Proctor maximum. 2002-181aa 02200 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK ' SECTION 02200 3.04 FILL & COMPACTION A. Structural Fill: In parking areas, paved paths, and in concrete slab and footing ' areas, fill is to be placed with loose lift thickness no greater than eight (8) inches. The moisture content at the time of fill placement and compaction shall be within 2% and a uniform density equal to at least 95% of the maximum laboratory dry ' density as described in ASTM D1557 (Modified Proctor) shall be achieved. B. Non-Structural Fill: Non-structural (common) fill areas on site shall be ' accomplished by placing non-organic fill materials in lifts not to exceed ten (10) inches in loose thickness. The fill shall be within three (3%) of the optimum moisture content. A uniform density equal to at least 90% of the maximum , laboratory dry density as described in ASTM D1557 (Modified Proctor) shall be achieved in each lift prior to placement of succeeding lifts. The surface shall be as uniform as practical prior to compaction. , C. Backfilling for Pipe Trenches (Structural Fill) (except perforated pipe trenches): Backfilling of trenches shall progress as rapidly as the construction, testing, and acceptance of the work permits. Unless otherwise specified, pipe and conduit trenches shall be backfilled using approved materials and shall be compacted in six inch (6") layers to a depth of one foot (1') over the top of the pipe; the remainder of the trench shall be backfilled in compacted one foot (1') layers. Pipe bedding material shall be compacted in layers not to exceed four inches (4"), and accurately graded so as to provide uniform and continuous support for the pipe. For trenches under pavements and concrete slabs on grade, the backfill shall be placed and compacted in six inch (6") layers to the top of the trench. D. Backfilling for Structures: Fill and backfill shall be placed in layers not more than six inches (6") thick, except as specified otherwise herein, and each layer shall be compacted thoroughly and evenly. Fill and backfill adjacent to structural elements shall be placed, as far as practical, as the adjacent structural elements have been completed and approved. Backfilling against concrete shall be done only when approved by the Owner. 3.05 GRADING A. General: Except as otherwise directed by the Owner, perform all rough and finish grading required to attain the elevations, lines and forms indicated on the drawings or to match existing grades identified prior to demolition operations. Grade to uniform levels or slopes between points where grades are given, with round surfaces at abrupt changes in levels. ' B. Grade play area subgrade to attain elevations as shown on the drawings. Finish grade to ready for receipt of underdrainage system. Ensure positive drainage to ' new collector pipe as specified. C. Grading Tolerance: 1. Contours and spot elevations shown on the plans (unless otherwise noted) are finish grade elevations. 2002-181aa 02200 PAGE 6 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS EARTHWORK SECTION 02200 2. All subgrades shall be established to within tolerances indicated below. Where drawings indicate positive drainage flow subgrades shall provide that drainage free of ruts, hummocks, or other uneven surfaces, which might hold or impede the flow of water. 3. Tolerances: a. General Construction: + 0.1' per 10' max. b. Concrete flatwork, and asphalt pavement: + 0.05' per 10' max. D. Cut and Fill Quantities: 1. Sequence of Work: All required cuts and compacted fills shall be made to establish proposed subgrade prior to placing any imported material or removing suitable fill from the site. 2. Deficit: Import fill material as specified herein as required to achieve subgrades per drawings and specifications. 3. Excess: Haul off-site and legally dispose of excess material. 3.06 CLEAN UP A. General: After work in this Section is complete, clean up all resulting debris. B. Debris: Allow no debris to accumulate on site, roadway, or walks; haul away and dispose of off site as soon as removed. Immediately clean streets of spilled dirt and debris and keep drains open. END OF SECTION 2002-181aa 02200 PAGE 7 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS UNDERDRAINAGE SECTION 02630 PART1 GENERAL 1.01 SCOPE A. Furnish all labor, equipment and materials necessary for provision and installation of complete underdrainage system in bermed lawn area as indicated on the drawings and collector pipes in play area and lawn area including connections to the site storm drainage system. 1.02 LAYOUT A. The Contractor is responsible for all layout work associated with this section including setting of all invert elevations as called for on the drawings and/or as necessary to ensure positive drainage flow to the catch basin. Not all invert elevations are indicated. Contractor to set invert elevations, ensuring specified pipe cover and minimum slopes are met. Positive drainage to relocated catch basin is required. 1.03 CODES AND REFERENCES A. Codes and Reference Standards: Perform work in accordance with King County Standards and all pertinent codes and regulations, and comply with the referenced portions of the 2000 edition of"Standard Specifications for Road, Bridge and Municipal Construction," as adopted by WSDOT and APWA and hereafter referred to as "Standard Specifications." B. Related sections include the following: Section 02810 Irrigation Section 02900 Planting Division 7 (WSDOT) Drainage Structures 1.04 SUBMITTALS A. General: Submit the following according to the conditions of the Contract and Division 1 Specification Sections: 1. Product data for all pipe, fittings and structures in the form of manufacturer's technical data and specifications. 2. Certified test report of sieve analysis for pea gravel. Submit initial report minimum 14 days prior to importing material to site. 3. Maintenance data including all information the Owner must know to care for the drainage system to prolong its life and maintain the warranty, including repair procedures, and precautions. 4. Record Drawings: Provide record drawings to Owner at project close-out. Dimension location of drain lines, clean outs, and points of connection, from visible, permanently installed improvements. 2002-181aa 02630 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' UNDERDRAINAGE SECTION 02630 ' PART 2 PRODUCTS 2.01 GENERAL ' A. Quality: All materials shall be new and of the type specified herein. All damaged or rejected materials shall be removed from the site at the time of rejection. ' B. Type: All materials and equipment as indicated on drawings or specified herein. 2.02 CONNECTION TO DRAINAGE STRUCTURES ' A. Connections: Grouted watertight. Mortar to be 1 part Portland Cement ASTM C- ' 150, type 1 and 1 '/2 parts plaster and sand. Clean water. 2.03 PLAY AREA UNDERDRAINAGE (N.I.C. - BY OTHERS) ' A. Underdrainage of the play area (not in contract) shall consist of the drainage components of the play area surfacing system, Wood Carpet, as provided by Northwest Playground Equipment Inc., Issaquah, WA.; Phone: 425 313 9161. 2.04 PIPE A. Corrugated-Perforated Pipe (CPP): 1. All underdrainage piping shown on the drawings shall be "corrugated- perforated pipe" (CPP), virgin polyethylene, coiled, corrugated and perforated drain tubing by Advanced Drainage System (ADS) or equal of the sizes indicated and conforming to Soil Conservation Service National Engineering, Standard and Specification Guide for Tile Drain, Code#606. Pipe shall be flexible with circumferential ribbing for maximum strength. Perforations shall have a minimum of three rows at 120 degree angles. Perforations shall have ' a total minimum inlet area of 0.125 square inches per square foot of tubing. 2. Fittings shall be of the same manufacture as the pipe and shall be of the ' "snap-on" type. 3. Lengths of tubing shall be joined by split couplings. Tape for wrapping split couplings shall be of polyethylene material. B. Collector pipes: New polyvinyl chloride solid-wall per ASTM D 3034, SDR-35, or of material capable of achieving required pipe cover and allowing sufficient strength ' for placement under concrete walkway as shown on drawings. Collector pipe shall conform to Section 9.05 of WSDOT Standard Specifications. Joints per WSDOT Standard Specifications 7-01.2. , C. Cleanouts: Refer to WSDOT Division 7. 2002-181aa 02630 PAGE 2 ' GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS UNDERDRAINAGE SECTION 02630 2.05 PIPE BEDDING A. Collector Pipe Bedding: Per APWA Division 7 free of extraneous material or debris. B. CPP Drainage Aggregate: Aggregate used as backfill at the 4" diameter lateral drain lines shall be 3/8" washed pea gravel. C. RCSSP Bedding: Per WSDOT 7-08.3 (1)C 2.06 CRIBBING AND SHEETING A. General: Provide all cribbing and sheeting needed to protect the work, existing property, utilities, etc., to provide safe working conditions in the trench and to comply with applicable safety codes and WSDOT 7-08.3(1)B. 2.07 FILTER FABRIC A. Filter Fabric: Sufficient length and width for encasing underdrainage pipe trenches. Provide water pervious type of black polyolefin or polyester. PART 3 EXECUTION 3.01 GENERAL A. Coordination: Coordinate with Contractors installing related work including irrigation, storm drainage, planting, and concrete work. Confirm invert elevation of collector pipe in play area with Owner prior to installation. Confirm invert elevations of CPP and collector pipes associated with underdrainage system in lawn area. Review with Owner prior to proceeding. B. Qualifications of Installers: Use only experienced personnel specialized in installing the materials in the application specified in this Section. 3.02 PREPARATION A. Acceptance of adjacent and underlying work: Inspect and accept subgrade. Inspection shall include verification of adequate compaction, fill materials meeting specification, surface slopes and grades within the specified tolerances, and subgrade free from organic soils, other organic materials and debris. B. Protection: Use all measures necessary to protect adjacent work from damage by underdrainage installation procedure. Contractor shall replace at no cost to the Owner, all adjacent work which is irreparably damaged as a result of underdrainage installation. 2002-181 as 02630 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA ' UNDERDRAINAGE SECTION 02630 , 3.03 EXCAVATION AND TRENCHING A. All trenching shall utilize slope and depth control equipment equal to "Laser" to ' ensure accuracy of trench bottoms and drain line gradients. Accuracy of grades should be verifiable. Install underdrain lines at lawn area perimeter with minimum of 1/2 of 1% slope toward relocated catch basin. Confirm all invert elevations and , connections to relocated catch basin prior to commencement of work. B. No trench excavation spoils may remain on the underdrained area. Trench spoils to be removed from the surface before the end of each work day. Special care shall be taken to avoid contamination of drainage rocks with native soils. C. All trenches shall be maintained with vertical sides and without loose or sloughed materials therein. Care shall be taken in placement of backfill in CPP trenches to ensure no sloughing of trench sides or contamination of the pea gravel. The Contractor shall not drive heavy or wheeled construction vehicles across excavated trenches. D. Trenches for the 4" lines (CPP) shall be in locations shown on the plans, shall be a minimum of 8" wide and cut to the appropriate bottom grade. In the event that the CPP trenches have been over-excavated, the Contractor may correct the cut by use of pea gravel filler providing the invert elevation of the drain tubing is as indicated. E. Wrap all CPP trenches with specified filter fabric. Overlap fabric as specified in ' Section 3.06. F. Trenches for collector lines shall be of sufficient width to allow for specified , compaction of backfill and shall be excavated to appropriate bottom grades as indicated. G. Allow for installation of specified depth of topsoil when excavating trenches. ' H. After underdrainage lines are installed, all excess soils shall be removed and the subgrade shall be regraded and recompacted as necessary to achieve a smooth unyielding subgrade to facilitate the unimpeded flow of water to the drain lines. Pea gravel shall be clean, free of contaminating subsoil and clearly exposed on the surface of the subgrade. 3.04 CORRUGATED-PERFORATED PIPE (CPP) A. Corrugated-Perforated drain pipe shall be uncoiled and cut to length and then permitted to remain in the uncoiled position until excessive set induced by coiling is relieved. Pipe shall be laid on a 2" bed of pea gravel to grade and held in place to prevent vertical or horizontal movement while the pea gravel is placed around the sides and top of the tubing. CPP tubing shall be end-capped at the ends of all 4" CPP lines or as otherwise shown on the drawings. Pipe will be coupled with snap- on couplings, wrapped with two (2) wraps of polyethylene tape (one tape width) to insure locking of the couplings. No open ends will be permitted in the CPP drain tubing except as it enters collector pipe. 2002-181 as 02630 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS UNDERDRAINAGE SECTION 02630 3.05 COLLECTOR PIPE A. Collector Pipe: Install per APWA Division 7 to the lines and elevations shown on the plans and as detailed. Cutting and welding per WSDOT 7-01.3. Bed pipe as detailed and backfill with select structural fill per Earthwork Section. 3.06 FILTER FABRIC A. General: Filter fabric shall be installed in all perforated pipe trenches. Joints shall be formed at the edges and ends of the rolls by overlapping the filter fabric a minimum of 1-1/2 feet. 3.074 CONNECTION TO PLAY AREA UNDERDRAINAGE (N.I.C. — BY OTHERS) A. Play area underdrainage shall be installed by a licensee of the Wood Carpet System according to Wood Carpet Inc.'s installation instructions and specifications. Connect to drainage conveyance system per APWA standards, manufacturer's instructions, and in location shown on drawings. END OF SECTION 2002-181aa 02630 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ROOT BARRIER SYSTEMS SECTION 02635 PART1 GENERAL 1.01 SCOPE A. Furnish all labor, equipment and materials necessary for provision and installation of root barrier system at tree grate location as indicated on the drawings. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions, and General Requirements apply to the work as specified in this section. Work related to this section is described in: 1. Section 02200 — Earthwork 2. Section 02750 — Site Furnishings 3. Section 02900 — Planting 4. Section 03300 — Cast-in-Place Concrete 1.03 CERTIFICATION A. The Contractor shall provide Manufacturer's Certificate stating the name, product name, style number, chemical composition and other pertinent information to fully describe the product. The Manufacturer is responsible for establishing and maintaining a quality control program to ensure compliance with the requirements of this specification. Documentation of the quality control program shall be made available upon request. PART2 PRODUCTS 2.01 GENERAL A. Quality: All materials shall be new and of the type specified herein. 2.02 ROOT BARRIER A. Root control substrate product shall be subject to sampling and testing to verify conformance with this specification. Acceptance shall be based on manufacturer's certifications. B. Product labels shall clearly show the manufacturer or supplier name, style number, and shall include a compliance statement certifying that all ingredients and inspection standards for this product have been met. C. Root Control Barrier: Biobarrier by Reemay, Inc., Old Hickory, TN, Ph: 1 800 284 2780, DeepRoot Barrier UB 24-2 by Deep Root Partners, L.P., Burlingame, CA, Ph: 1 800 458 7668, or approved equal. 2002-181aa 02635 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ROOT BARRIER SYSTEMS SECTION 02635 PART 3 EXECUTION 3.01 GENERAL ' A. Prior to work of this section, carefully inspect installed work of other trades and verify that work is complete to the point where this installation may properly commence. ' B. Work of this section includes all excavation, installation of barrier, backfill, and finish work necessary for the proper installation of root barrier per Manufacturer's written ' installation instructions. 3.02 INSTALLATION , A. Prepare base and subgrade. B. Trench to appropriate depth for installation of root barrier at tree grate circumference, t minimum protection depth of 20" following manufacturer's written instructions. C. Install root barrier per manufacturer's installation recommendations, with proper overlap of material where applicable. D. Notify Owner for inspection of depth of material and of installation methodology prior to trench or pit backfill. E. Backfill and compact to requirements after Owner's inspection and approval. F. Anchor and secure barrier as required per manufacturer's written instructions. 3.03 CLEAN UP A. All debris, surplus materials, and trimmings shall be removed from the site upon ' completion of the installation. END OF SECTION ' 2002-181aa 02635 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SITE FURNISHINGS SECTION 02750 PART GENERAL 1.01 SCOPE A. Site Furnishings Supplied by Owner: Furnish all labor, equipment and materials necessary for the installation of miscellaneous site improvement items, including, but not limited to: 1. Benches 2. Picnic Tables and Benches 3. Litter Receptacles 4. Bollard 5. Yard Light (removed and salvaged for re-installation) B. Site Furnishing Supplied by Contractor: Furnish all labor, equipment and materials necessary for the provision for and installation of miscellaneous site improvement items, including, but not limited to: 1. Tree Grate and Frame Although not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to, or necessary for complete installation. PART 2 PRODUCTS 2.01 GENERAL A. Mounting plates and base plates integral to the design and installation of site furnishings supplied by Owner are provided with respective site furnishing and will be available to Contractor during installation operations. B. Although not specifically indicated, supply all bolts, grout, and other materials and equipment necessary for the proper installation of site furnishings as recommended by Manufacturer's written installation instructions. 2.01 BENCHES: Supplied by Owner and installed by Contractor. A. Supplied to Owner by Canterbury International, Los Angeles, California, Phone: 213 936 7111. Quantities: Eight (8) six-foot long; Five (5) eight-foot long; Two (2) six-foot long backless. B. All benches are surface mount. Supply concrete anchoring bolts per manufacturer's requirements. C. Install backless benches in locations as directed by Owner. 2002-181 as 02750 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SITE FURNISHINGS SECTION 02750 2.02 PICNIC TABLES AND TABLE BENCHES: Supplied by Owner and installed by Contractor A. Supplied to Owner by Canterbury International, Los Angeles, California, Phone: 213-936-7111. Quantities: One (1) four-seat; One (1) three-seat ADA accessible. B. All tables and table benches are surface mount. Each component is mounted separately. Mounting plates supplied by fabricator and furnished to Contractor. C. Screws for surface mount: %" diameter x 5 '/2" long "cinch clinch" concrete anchor studs. 2.03 LITTER RECEPTACLES: Supplied by Owner and installed by Contractor A. Supplied to Owner by Seidelhuber Iron and Bronze Works, Inc., Seattle, WA, Phone: 206-767-4321. Quantities: Four. B. All litter receptacles are surface mount. Mounting plates supplied by manufacturer. Supply concrete anchoring bolts per manufacturer's requirements. I 2.03 BOLLARD: Supplied by Owner and installed by Contractor A. Supplied to Owner by Urban Accessories, Woodinville, WA, Phone: 206-487-0488. Quantity: One (1). B. Surface mount with inground mount locking plate base embedded in concrete foundation. Inground mounting plate will be furnished to Contractor. C. Install per detail in location approved by Owner. 2.05 TREE GRATE AND FRAME: Supplied and installed by Contractor t A. Urban Accessories Tree Grate and Frame; Style: "Five foot (5') Round OT-T24" with "S" Standard frame per manufacturer's installation recommendations for new slab installation. Finish: Cast-iron natural finish. Quantity: One (1). 2.06 YARD LIGHT: Removed and Re-Installed by Contractor. A. Existing yard light to be relocated. Confirm new location with Owner prior to proceeding. B. Furnish all materials and equipment necessary for complete re-installation, including but not limited to foundation, wiring, conduit, and junction boxes. 2002-181aa 02750 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SITE FURNISHINGS SECTION 02750 PART 3 EXECUTION 3.01 GENERAL A. Notify Owner 14 days in advance of anticipated installation of site furnishings. B. Specified site furnishings and furnished mounting assemblies will be available for pick-up at the Coulon Park Maintenance shop. C. Fully cooperate with Owner for any on-site assembly of site furnishings performed by Owner. D. Locate all site improvements in accordance with the drawings and specifications. Comply with manufacturer's written installation instructions. Provide and/or install improvements at location and quantity indicated. E. All site furnishings to be set level, plumb and square unless otherwise noted. F. Where there is a conflict between manufacturer's recommendations for installation and the drawings, consult with Owner's Representative before proceeding. 3.02 PICNIC TABLES AND TABLE BENCHES A. Confirm location and orientation for tables and benches with Owner prior to installation. B. Leave two inches (2") clear between edge of table bench seat and edge of tabletop. 3.03 TREE GRATE AND FRAME A. Install in approved location per plan. B. Ensure top of grate and frame are flush with finished grade of surrounding concrete pavement. 3.04 SURFACE MOUNTED SITE FURNISHINGS A. Install in specified locations per plans and approved by Owner. B. Securely surface mount applicable site furnishings following manufacturer's installation instructions or alternate method as directed by Owner. C. Install backless benches in locations as directed by Owner. 2002-181aa 02750 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SITE FURNISHINGS ' SECTION 02750 3.05 BOLLARD A. Confirm location with Owner prior to installation. ' B. Install concrete foundation with embedded locking plate as shown on drawings. C. Ensure embedded plate is flush with finish grade of surrounding pavement. 3.06 YARD LIGHT ' A. Confirm new location with Owner prior to re-installation. Confirm power supply is temporarily suspended at source prior to proceeding. ' B. Re-install per manufacturer's instructions. C. Test to ensure light is fully operational at completion of installation. ' END OF SECTION ' 1 2002-181 as 02750 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes valves, piping, sprinklers, specialties, accessories, controls, and wiring for lawn and shrubbery irrigation systems. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 02200 - Earthwork. 2. Section 02630- Underdrainage 3. Section 02900— Planting 4. Section 02920—Sod Lawn 5. Section 03300—Cast-in-Place Concrete 6. WSDOT Standard Specifications, 2000 Edition 1.03 DEFINITIONS A. Pipe sizes used in this Section are nominal pipe size (NIPS) in inches. Tube sizes are Standard size in inches. Equivalent Sl (metric) sizes are indicated in millimeters (mm) in parentheses. B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping is under same pressure as water supply. Piping in this category is not included in this Section. C. Pressure Piping: Piping downstream from supply piping to and including control valves. Piping is under irrigation system pressure. Piping in this category includes pressure regulators, water meters, and backflow preventers, when used. D. Circuit Piping: Piping downstream from control valves to irrigation system sprinklers, emitters, devices, and drain valves. Piping is under pressure (less than pressure piping) during flow. E. Control Valve: Manual or automatic (electrically operated) valve for control water flow to irrigation system zone. F. Drain Piping: Downstream from circuit piping drain valves. Piping is not under pressure. G. Drain Valve: Manual or automatic (pressure operated) drain valve for draining of irrigation system circuit piping. 2002-181 as 02810 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS t IRRIGATION SECTION 02810 ' 1.04 SYSTEM PERFORMANCE REQUIREMENTS A. Minimum Water Coverage: Not less than: ' 1. New Turf Areas: 100 percent 2. New Planting Areas: 100 percent , B. Components and Installation: Capable of producing piping systems with the following minimum working pressure ratings except where indicated otherwise. 1. Pressure Piping: 200 psig (1380 kPa). 2. Circuit and Drain Piping: 200 psig (1380 kPa) 1.05 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the following: 1. Valves, including general-duty, underground, manual, battery operated and automatic control, and quick coupler types, and valve boxes. 2. Sprinkler assemblies including bodies, nozzles, check valves, emitters, drip tubes and devices. 3. Triple swing joint riser assemblies 4. Controls, including controller wiring diagrams. ' 5. Wiring. 6. Area pressure piping drains. ' C. Wiring diagrams for electrical controllers, valves, and devices. D. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in Division 1 Section "Contract Closeout" for the following: 1. Manual, Battery Operated and Automatic control valves t 2. Sprinkler Assemblies 3. Controllers ' E. Record Documents: Prepare and provide per Section 01720. Project Record Documents. ' 2002-181aa 02810 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 1. Update record drawings daily. 2. Make record drawings available in General Contractors job site office for access at all times. 1.06 QUALITY ASSURANCE A. Comply with requirements of utility supplying water for prevention of backflow and back-siphonage. B. Comply with requirements of authority with jurisdiction for irrigation systems. C. Installer Qualifications: Engage an experienced Installer who has completed irrigation systems similar in material, design, and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. D. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made to specified standards. E. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in "National Electrical Code,"Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. F. Product Options: Irrigation system piping, specialties, and accessories are based on specific types, manufacturers, and models indicated on drawings. Components with equal performance characteristics produced by other manufacturers may be considered, provided deviations in dimensions, operation, and other characteristics do not change design concept or intended performance as judged by the Owner. The burden of proof of product equality is on the Contractor. Refer to Division 1 Section "Product Substitutions." 1.07 PROJECT CONDITIONS A. Perform site investigation, research public utility records, and verify existing utility locations. Verify that irrigation system piping may be installed in compliance with original design and referenced standards. B. Site Information: Reports on subsurface condition investigations made during design of the Project are available for informational purposes only; data in reports are not intended as representations or warranties of accuracy or continuity of conditions (between soil borings). Owner assumes no responsibility for interpretations or conclusions drawn from this information. 2002-181aa 02810 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION ' SECTION 02810 1.08 SEQUENCING AND SCHEDULING A. Coordinate irrigation systems work with landscape work as specified in ' Divisions 2 and 3. 1.09 EXTRA MATERIALS ' A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below. Package them with protective covering for storage and label clearly describing contents. 1. Quick Coupling Valves: Furnish quantity of units equal to 10 percent , of amount of each size installed. 2. Sprinkler Assemblies: Furnish quantity of units, including bodies and nozzles, equal to 10 percent of amount of each type installed. ' 3. Triple Swing Joint Riser Assemblies: Furnish quantity of assemblies equal to 10 percent. 4. Emitters, Drip Tube, and Devices: Furnish quantity of units equal to 10 percent of amount of each type installed. ' 5. Valve Access Keys: Furnish (1) tee handle key for curb stop at water meter, (1) key handle to operate ball isolation valves and (1) key to operate remote control valve adjustment. 6. Quick-Coupler Operating Keys: Furnish (2) Quick coupler key assemblies fitted with hose swivel and gate valve, and (1) Quick coupler key to bee utilized for "Winterization Blowout." PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Resilient Seated Ball Valves for Underground Pit Installation: a. Spears 2. Automatic Control Valves: a. Buckner, Inc. b. Imperial Underground Sprinkler Co. c. L.R. Nelson Corp. d. Rain Bird Sprinkler Mfg. Corp. e. Toro Co. f. Weathermatic Sprinkler Div., Telsco Industries. 2002-181aa 02810 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 3. Valve Boxes: a. Fogtite Meter Seal, Inc. b. Pipe, Inc. c. Utility Vault Company, Division of Oldcastle Precast d. Ametek by Plymouth Products Div., AMETEK. e. Brooks Products, Inc., Polyplastics Div. f. Carson Industries, Inc. 4. Quick Coupler Valves and Keys a. Buckner, Inc. b. L.R. Nelson Corp. c. Rain Bird Sprinkler Mfg. Corp. d. Toro Co. e. Weathermatic Sprinkler Div., Telsco Industries. 5. Sprinkler Assemblies a. Buckner, Inc. b. Hunter Industries. c. L.R. Nelson Corp. d. Rain Bird Sprinkler Mfg. Corp. e. Toro Co. f. Weathermatic Sprinkler Div., Telsco Industries. 6. Controllers: a. Rain Bird b. Toro c. Valcon by Automatic Irrigation Equipment Co. d. Weathermatic Sprinkler Div., Telsco Industries 7. Manual Drain Stop &Waste Valves: a. Mueller Co. b. Ford Meter Co. 2.02 PIPES AND TUBES A. Refer to Part 3 Article 'Piping Applications" for identification of systems where pipe and tube materials specified below are used. B. Copper Tube: ASTM B 88 (ASTM B 88M), Types L and M (Metric designations: Types B and C), water tube, annealed and drawn tempers, with plain ends. C. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 40, 160 psig (1100 kPa) minimum pressure rating for 8-inch (200 mm) and smaller sizes, with plain ends. 2002-181aa 02810 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' IRRIGATION SECTION 02810 ' D. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 80, 250 psig (1725 kPa) minimum pressure rating for 8-inch (200 mm) and smaller sizes, with plain and threaded ends. , E. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 17, 250 psig (1725 kPa) minimum pressure rating, with plain ends. ' F. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 psig (1380 kPa) minimum pressure rating, with plain ends. G. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 26, 160 psig (1100 kPa) minimum pressure rating, with plain ends. 2.03 PIPE AND TUBE FITTINGS A. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and tube fitting materials specified below are used. B. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM 2467, Schedule 80, threaded. C. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM 2467, Schedule 80, socket type. D. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2466, Schedule 40, socket-type. 2.04 JOINING MATERIALS A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange. B. Gaskets for Plastic Flanged Joints: Materials recommended by plastic pipe ' and fittings manufacturer. 2.05 CONTROL VALVES A. Description: Manufacturer's standard control valves for circuits, of type and size indicated, and as follows: 1. Provide brass bodies, unless otherwise indicated. 2. Manual Control Valves: Stop and Waste type, resilient seated ball valves, fitted for key operation, %" unless indicated otherwise. Install with gravel sump or connection to drainline as indicated in Details on Construction Documents. 3. Key-Operated, Manual Control Valves: MSS SP-80, Class 125, globe valves, fitted for key operation. 2002-181 as 02810 PAGE 6 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 4. Automatic Control Valves: Glass-filled, nylon-reinforced Diaphragm- type, normally closed, with manual flow adjustment, and operated by potted latching solenoid. a. Maximum cold water working pressure 150 psi. b. Dual ported diaphragm to allow equal pressure on both sides of diaphragm wall regardless of line pressure. c. Diaphragm constructed of nylon-reinforced rubber. d. Non-corrosive exhaust orifice with an opening larger than the diaphragm ports so that any pieces of sand or silt passing through the diaphragm will not be trapped beneath the solenoid actuator. e. Solenoid shall be of single piece construction capable of operating with a battery operated control module and field transmitter. f. Valve body and cover shall be glass-filled plastic. Cover retention mechanism shall be 1/4" stainless steel studs. g. Manual internal and external bleed mechanism. 5. Quick-Coupling Valves: Factory-fabricated, 2-piece assembly. Include coupler water-seal valve; removable upper body with spring- loaded or weighted, rubber-covered cap. Install on triple swing joint assembly with Anti-rotation device as indicated in Details on Construction Documents. Provide quick coupling key with 1" resilient seated ball valve and 1" hose swivel with ASME 61.20.7 3/4 11.5NH threads for garden hose on outlet and required threaded brass nipples. a. Locking Top Option: Include vandal-resistant, locking feature with 2 matching keys. 6. Winterization Blowout Connection Quick Coupling Valve: Factory fabricated, 2-piece assembly. Include coupler water seal valve, removable upper body with spring loaded or weighted, rubber cap. Install on triple swing joint assembly with Anti-rotation device as indicated in Details on Construction Documents. Provide quick coupling key of equal size. a. Locking Top Option: Include vandal-resistant, locking feature with two matching keys. B. Control Valve Boxes: Polyethylene (PE), acrylonitrile-butadiene-styrene (ABS), fiberglass, polymer concrete, or precast concrete box and cover. Size as required for application. 1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 7/8 inch (16 mm) maximum to 1/4 inch (6 mm) minimum. 2002-181aa 02810 PAGE 7 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 C. Service Boxes for Key-Operated Control Valves 1. Boxes located within paved areas: Cast-iron box with telescoping top section of length required for depth of bury of valve. Include cover with lettering "WATER," and bottom section with base of size to fit over curb stop and barrel approximately 3 inches (75 mm) in diameter. 2. Boxes located within lawn or planting areas: 6-inch i.d. PVC sleeve cut to length required for depth of bury of valve. Cover top of sleeve with 10" round valve box set flush with finish grade. 3. Include Valve Key, 36 inches (915 mm) long with tee handle and key end to fit valve. D. Double Check Valve Assembly Boxes: ' 1. Pre-cast concrete Vault with hinged metal cover and adjustable frame, Vault to include galvanized "C Channel" on two sides. Utility Vault Co. model 253-TA or equal. Install on gravel base as indicated in Details on Construction Drawings. 2.06 SPRINKLERS A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire area of spray shown on Drawings at available water pressure, as follows: 1. Bodies: a. High impact Plastic except where other material is specified. b. Arc location ratchet on all sprinklers. c. Stainless steel retraction springs. d. Under nozzle strainer. e. Pressure activated wiper seal. f. Female flow tube threads. g. Check valve available in head. Opening pressure 12 ft./hd. 2. Nozzles: a. Plastic Matched Precipitation Rate nozzles except where alternative material is specified. ' b. Minimum operating pressure 20 psi. 2.07 AUTOMATIC CONTROL SYSTEM A. Description: Battery operated controller to allow the use of automatic irrigation in the absence of AC power. B. Field Transmitter: 1. Large Liquid Crystal Display (LCD) 2002-181 as 02810 PAGE 8 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 2. 7-Key Pad with Beep feature to confirm that a key has been pressed 3. Three independent programs with eight start times per program per day. 4. Manual start and stop function 5. Independent station operation allowing simultaneous or sequential start times. 6. Programmable AM/PM or 24 Hour time display 7. Rain off mode 8. External optical connector for easy plug-in to the control module. 9. Capability to program unlimited number of control modules 10. Operates up to one year with single high quality 9V alkaline battery average usage. C. Control Module: 1. Available in 1, 2, or 4 station models 2. Vandal resistant design installed out of site in the valve box 3. Waterproof case and battery compartment 4. External optical connector for easy plug-in to field transmitter. 5. Meets all irrigation needs with a single 9V battery. 6. Mounting bracket on top of control module for the On/Off switch for the Rain shutoff device. D. Solenoid: 9V operated Potted Latching Solenoid compatible with Remote Control Valves specified. 1. Operating Specifications: Station timing 1 minute through 12 hours in 1-minute increments with a 7-day calendar. 2. Maximum wire run between the control module and latching solenoid is 32 feet using 18 guage wire. 3. Field transmitter required for programming control module. E. Electrical Specifications: Power is 9V alkaline battery. F. Splicing Materials: 1. Splices above grade: screw type connectors. 2. Splices below grade direct burial wire: 3-M DBY or DBR 2002-181aa 02810 PAGE 9 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION ' SECTION 02810 2.08 PRESSURE GAUGES A. Pressure Gauges: ASME B40.1, 4-1/2-inch (115 mm) diameter dial, with ' dial range of 2 times system operating pressure and bottom outlet. 2.09 REMOTE IRRIGATION CONTROL EQUIPMENT ' A. Permanent Controller Connector: 1. 24 station capacity, weather resistant, permanently mounted on building exterior wall, jacketed multi-conductor cable with spade lug terminals, and "D" sub-miniature connector with gold plated contacts. ' Housing of engineering thermoplastic incorporating a socket head cap screw as a locking mechanism. Provide cable length or hard wire as required to connect irrigation controller to exterior wall connector. 2.10 PIPE BEDDING , A. Sand Pipe Bedding: ' 1. Utilize screened concrete sand free of particles larger than 1/4" O.D. PART 3 EXECUTION 3.01 EXAMINATION ' A. Investigate and determine available water supply water pressure and flow characteristics. 3.02 PREPARATION A. Set stakes to identify proposed sprinkler locations. Obtain Owner's ' approval before excavation. 3.03 EARTHWORK A. Trenching: All mainline pipe shall be installed in trenches sufficiently wide to permit tamping tools for backfilling alongside both sides of the pipe. The pipe shall be shall be laid on stable soil with the trench bottom evenly graded. Ledge rock, boulders and large stones shall be removed to provide no contact with the pipe. Excavations remaining from the removal of large ' rocks shall be refilled and compacted with select material. B. Backfilling: Mainline and lateral pipe shall have a minimum / maximum ' cover as specified in Section (02810-3.8 Piping Installation) of clean backfill. If 115 volt wire and pipe are in same trench wire shall be at code depth below the pipe. Backfill material shall be free from any roots, wood or any type of vegetative or organic material. WHERE INSUFFICIENT FINE MATERAL IS AVAILABLE FOR BACKFILLING OVER AND UNDER PIPING FOR A MINIMUM OF 4", THE PIPES SHALL BE SAND-BEDDED WITH SAND NO LESS THAN 4" OVER, UNDER AND ON SIDES OF 2002-181aa 02810 PAGE 10 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 PIPE. SAND WILL BE PROVIDED BY IRRIGATION CONTRACTOR AS INCIDENTAL TO THIS PORTION OF THE CONTRACT. Backfilling of mainlines shall be accomplished in 6" lifts, compacting each lift to ninety (90%) density at optimum moisture content. Backfill with 4" over pipe, compacting alongside and under the pipe with appropriate compactors. Additional lifts shall be 6" maximum and compacted before adding the next loose lift. Backfill procedures shall insure that the trench shall show no future settlement. Contractor shall obtain the approval from the Landscape Architect for the first mainline compacting effort. C. Underground warning tape installation is specified in WSDOT Standard Specifications. 3.04 PAVING WORK A. Cutting and patching of concrete paving is specified in WSDOT Standard Specifications. B. Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads. 1. Install piping sleeves by boring or jacking under existing paving, where possible. 3.05 PIPING APPLICATIONS A. Use pipe, tube, fittings, and joining methods according to the following applications. B. Pressure Piping Underground: Use the following: 1. All Sizes: ASTM D 2241, SDR 17, polyvinyl chloride (PVC) plastic pipe; ASTM D 2467, Schedule 80, PVC plastic, socket-type pipe fittings; and solvent-cemented joints. C. Circuit Piping: Use the following: 1. All Sizes: ASTM D 2241, SDR 21, polyvinyl chloride (PVC) 1220 plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. D. Branches and Offsets at Sprinklers and Devices: ASTM D 1785, Schedule 80, polyvinyl chloride (PVC) plastic pipe with threaded ends; ASTM D 2464, Schedule 80, PVC plastic, threaded fittings; and threaded joints. E. Drain Piping: ASTM D 2241, SDR 21 or 26, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. 2002-181aa 02810 PAGE 11 ' GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 ' F. Sleeves: All sizes: High density corrugated polyethylene smooth interior pipe. 4 through 10-inch diameters shall meet strength requirements of AASHTO M252. Material shall conform to ASTM D1248 Type III, Category ' 4, Grade P33, Class C. Pipe joint and fittings shall conform to AASHTO M252 or AASHTO M294. (Hancor HI-Q or equal). Sleeves shall be a minimum of twice the diameter of the pipe to be placed within the sleeve. ' In areas where length of sleeve exceeds 20' use Schedule 40, PVC plastic pipe with ASTM D 2466, Schedule 40, PVC plastic, socket type fittings, and solvent-cemented joints. 3.06 JOINT CONSTRUCTION A. Threaded Joints: Thread pipes with tapered pipe threads according to , ASME 81.20.1, apply tape or joint compound, and apply wrench to valve ends into which pipes are being threaded. B. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to ASTM D 2672 and ASTM D 2855. 1. Handling of Solvent Cements, Primers, and Cleaners: Comply with ' procedures in ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements. ' C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with both piping materials, outside diameters, and system working pressure. Refer to "Piping Systems — Common Requirements" ' Article for joining dissimilar metal piping. 3.07 PIPING SYSTEMS - COMMON REQUIREMENTS A. General Locations and Arrangements: Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements , were used to size pipe and calculate friction loss, and in other design considerations. Install piping as indicated, except where deviations to layout are approved on coordination drawings. Do not install any valves, backflow preventers or Pressure Piping outside of property lines. B. Install pressure piping at a uniform slope of 6 inches per 100 feet (1:200) minimum, down to drain points. Drain valves are required on pressure piping at all low points on the system. Indicate locations by dimension from fixed objects on Record Documents. Install circuit piping to specified cover depths paralleling finish grade profile. System will be winterized by displacing water with compressed air. Drain valves are not required on circuit piping unless specifically noted on drawings. C. Install components having pressure rating equal to or greater than system operating pressure. D. Install piping free of sags and bends. E. Locate groups of pipes parallel to each other, spaced to permit valve servicing. 2002-181aa 02810 PAGE 12 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 F. Install fittings for changes in direction and branch connections. G. Piping Connections: Except as otherwise indicated make piping connections as specified below. 1. Install unions, in piping 2 inches (50 mm) and smaller, adjacent to each valve and at final connection to each piece of equipment having 2-inch (50 mm) or smaller threaded pipe connection. 2. Install flanges, in piping 2-1/2 inches (65 mm) and larger, adjacent to flanged valves and at final connection to each piece of equipment having flanged pipe connection. 3. Install dielectric fittings to connect piping of dissimilar metals. 3.08 PIPING INSTALLATION A. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774. B. Lay piping on solid sub-base, free of rocks larger than 2 inches in diameter and/or any sharp edged objects, uniformly sloped without humps or depressions. 1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40 deg. F (4 deg. C). Allow joints to cure at least 24 hours at temperature above 40 deg. F (4 deg. C) before testing, unless otherwise recommended by manufacturer. C. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned gravel or crushed stone, graded from 7/8 inch (16 mm) to 1/4 inch (6 mm) minimum, drain material to 12 inches (300 mm) below grade. Cover drain material with sheet of Miraifi 140N filter fabric or equal and backfill remainder with excavated material. D. Minimum Cover: Provide following minimum cover over top of buried piping: 1. Pressure Piping: Minimum depth of 24 inches (600 mm),up to a maximum 30" (750 mm) below finished grade, or not less than 18 inches (460 mm) below average local frost depth. 2. Circuit Piping: 12 inches (300 mm) minimum, 16" (400 mm) maximum. 3. Drain Piping: 12 inches (300 mm)minimum. 4. Sleeves: 24 inches (600 mm)minimum, 30-" (750 mm) maximum. E. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling, boring, or jacking. F. Install piping under sidewalks and paving in sleeves. 2002-181aa 02810 PAGE 13 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION ' SECTION 02810 3.09 VALVE APPLICATIONS A. Drawings indicate valve types to be used. Where specific valve types are ' not indicated, following requirements apply: 1. Buried Valves 2 Inches (50 mm) and Smaller: Bronze-body, curb ' stop, with tee head, service box and shutoff rod. 3.10 VALVE INSTALLATION A. Valves: Install underground valves in valve boxes. B. Curb Stops: Install underground curb stops in service boxes. ' C. Control Valves: Install in valve boxes, arranged for easy adjustment and removal. Install union on downstream side of valve. (Note detail for ' pressure treated wood base extension with filter fabric and washed gravel floor). Set boxes square to each other and in relation to other elements such as curbs, walks and buildings. 3.11 SPRINKLER INSTALLATION A. Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. Head spacing shall not exceed that recommended by manufacturer with as uniform a water coverage as possible. Avoid over-spray onto building and hard surface pavements. 1. Install lawn sprinklers at manufacturer's recommended heights. 2. Install shrubbery sprinklers at heights indicated. 3. Locate part-circle sprinklers to maintain a minimum distance of 4 inches (100 mm) from walls and 2 inches (50 mm) from other ' boundaries, unless otherwise indicated. 3.12 AUTOMATIC CONTROL SYSTEM INSTALLATION , A. Install controllers according to manufacturer's written instructions and as indicated. B. Install free-standing controllers on concrete pads. Where dimensions are ' not indicated, furnish bases not less than 36 inches (915 mm) by 24 inches (610 mm) by 4 inches (100 mm) thick, and not less than 6 inches (150 mm) greater in each direction than overall dimensions of controller. C. Install control wiring in same trench with piping. 1. Direct burial splicing of 24-volt a.c. wires not allowed. Contain all 24- volt a.c. wire splices including a 24" expansion curl on each leg within a valve box. Note location by dimension of all boxes on the Record Documents. 2002-181aa 02810 PAGE 14 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 3.13 CONNECTIONS A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories. B. Connect water supplies to irrigation systems. Include backflow preventer. C. Electrical Connections: Connect to power source, controllers, and automatic control valves. 3.14 FIELD QUALITY CONTROL A. Required inspections/approvals by Landscape Architect: 1. Staked head locations with 1 x 2 x 12 inch wood stakes or new/straight wire stakes with colored flags attached; and lime lines or painted lines indicating piping layout on ground prior to trenching. 2. Pressure piping line visual inspection and pressure testing prior to back-filling; all 24 volt a.c. control wires to be installed prior to this visit. a. Cap and subject the piping to a static pressure of 50 psig (345 kPa) above the operating pressure without exceeding the pressure rating of the piping system materials. Isolate test source and allow to stand for 4 hours. Leaks and loss in test pressure constitute defects that must be repaired. Testing: perform hydrostatic test of piping and valves before backfilling trenches. Piping may be tested in sections to expedite work. b. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results are obtained. 3. Circuit piping visual inspection and pressure testing prior to back- filling pipes. a. Cap and subject the piping to a static pressure of the existing water service line. Drip leaks in swing joints risers allowed. Leaks in piping or glued joints shall be repaired. b. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results are obtained. 4. Operational Test: Perform Operational testing after hydrostatic testing is complete, backfill is in place, and sprinklers are adjusted to final position. a. Water coverage of all Lawn and Planting areas: if any lawn or planting areas appear to have exceptional wet or dry coverage areas as determined by the Landscape Architect (L.A.), the L.A. shall perform a Water Audit executed in accordance with the Irrigation Association (I.A.) "Certified Landscape Irrigation Auditor" 2002-181aa 02810 PAGE 15 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION ' SECTION 02810 procedures to determine the Distribution Uniformity (DU) of the irrigation zone(s) in question. If, based on the Water Audit, the DU factor is determined to be less than 70 percent the Contractor , shall perform installation corrections as deemed necessary by the Landscape Architect to improve the DU coverage performance to 70 percent or above. Contractor shall adjust and L.A. shall re- ' audit the irrigation system as required until specified performance is achieved. Note: The Landscape Architect will perform a total of (4) Contractor-requested on-site visit/irrigation system inspections without additional charge. Landscape Architect will bill Contractor at a rate of $60.00 per hour for additional irrigation inspections resulting from Contractor incomplete or incorrect work. b. Check operation of Automatic Controller and Valves. 3.15 CLEANING AND ADJUSTING A. Flush dirt and debris from piping before installing sprinklers and other ' devices. B. Adjust automatic control valves to provide flow rate of rated operating ' pressure required for each sprinkler circuit. C. Carefully adjust lawn sprinklers so they will be flush with, or not more than 1/2 inch (13 mm) above, finish grade after completion of landscape work. D. Adjust settings of controllers and automatic control valves. ' 3.16 COMMISSIONING , A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by manufacturers, proceed as follows: ' 1. Verify that specialty valves and their accessories have been installed correctly and operate correctly. 2. Verify that specified tests of piping are complete. 3. Check that sprinklers and devices are correct type. 4. Check that damaged sprinklers and devices have been replaced with new materials. 5. Check that potable water supplies have correct type backflow preventers. 6. Energize circuits to electrical equipment and devices. 2002-181aa 02810 PAGE 16 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS IRRIGATION SECTION 02810 7. Adjust operating controls. B. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinklers are adjusted to final position. 3.17 DEMONSTRATION A. Demonstrate to Owner that system meets coverage requirements and that automatic controls function properly. B. Demonstrate to Owner's maintenance personnel operation of equipment, sprinklers, specialties, and accessories. Review operating and maintenance information. C. Provide 7 days written notice in advance of demonstration. END OF SECTION 2002-181aa 02810 PAGE 17 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 PART 1 GENERAL 1.01 SCOPE A. General: Furnish all labor, equipment and materials necessary for installation of landscaping as indicated, including but not limited to scarification of subgrade, installation of topsoil, finish grading, fertilizing, installation of plant material, cleanup and maintenance through final acceptance. 1.02 RELATED WORK A. Section 02200 Earthwork Section 02630 Underdrainage Section 02635 Root Barrier Systems Section 02810 Irrigation Section 02920 Sod Lawn 1.03 STANDARD SPECIFICATIONS A. General: Conform with the following standard specifications, except as supplemented or modified hereinafter: 1. Plant Names: "Report," issued by American Joint Committee on Horticultural Nomenclature Latest Edition, and hereinafter called AJCHN. Names not present in this listing shall conform to accepted nomenclature in the nursery trade. 2. Quality Standards: "American Standard for Nursery Stock," issued by the American National Standards Institute and hereinafter called ANSI Z20.1- Latest Edition. 1.04 INSPECTION A. General: Owner reserves right to reject material at any time until final inspection and acceptance. Remove rejected material immediately from site. Produce upon request sales receipts for all material and certificates from federal, state and other authorities. 1.05 MATERIALS A. General: Whenever any material is specified by name/number, such specifications are for the purpose of facilitating a description of materials and establishing quality, and shall be deemed and construed to be followed by the words "or approved equal." No substitutions will be permitted which have not been submitted for prior approval to Owner's Representative. Furnish sufficient descriptive literature and/or samples for any material submitted as "equal" substitutes. B. Materials: Furnish plant materials in accordance with Washington State Grading Code for No. 1 Grade; well established and vigorous normal habit of growth, must 2002-181aa 02900 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' PLANTING SECTION 02900 ' be free from disease, approved for quality, size and variety upon delivery at site. Verify prior to bid date all sources of supply. Insure availability of listed sizes, ' species, variety and quality. Conform with size requirements indicated on drawings or specified herein after, and with requirements of ANSI Z60.1. 1.06 CONTRACTOR ' A. General: Contractor must be experienced in landscape work of highest professional quality of a similar nature; must have adequate facilities and personnel for indicated work; and must become acquainted with all other work related to site improvements, and any other work which might affect preparation for installation of landscaping. 1.07 SUBMITTALS A. Manufacturer's Certificates of Conformance: 1. Fertilizer 2. Topsoil for Lawn Areas, including each component 3. Mulch 4. Topsoil for Planting Beds B. Test Certificates: Submit certified test reports of on-site materials to be re-used to enable the Owner's Representative to determine compliance with the specifications. 1. Sand component: Sieve analysis 2. Sandy Loam component: sieve analysis, nutrient analysis, pH and salt content. C. Samples: Submit 1/2 cubic foot of each of the following: ' 1. Topsoil compost component 2. Topsoil, sand, compost and sandy loam components mixed in specified for ' lawn areas. 1.08 PROTECTION ' A. General: Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to commencement of work. Repair at Contractor's expense damaged utilities, curbs, paving, walks, walls, structures, or existing plantings. Keep street and area drains open and free flowing. Do not store materials outside the indicated limits of work. Remove and legally dispose of excess materials. Erect necessary signs and barriers against pedestrian/vehicular traffic. B. Locate all underground utilities prior to commencing installation operations. 2002-181aa 02900 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 1.09 DELIVERY A. General: Protect plant material from wind, drought, unusual weather or vandalism. Deliver branched plants with branches tied and exposed branches covered with material which allows air circulation. Prevent damage to root balls and desiccation of leaves. Deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trademark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. Store fertilizer in cool dry location away from contaminants. B. Handling: Do not drop or dump materials from vehicles. Avoid drying or damaging plants being moved from the nursery or storage area to the planting site. Handle balled and burlapped plants carefully to avoid cracking or breaking the earth ball. Do not handle plants by the trunk or stems. Protect plants from freezing or drying by a covering of burlap, tarpaulin, or mulching material during transportation from the heeling-in bed to the planting site. Damaged plants will be rejected and shall be removed from the site. 1.10 GUARANTEE A. General: All plant material installed by the Contractor shall be guaranteed by the Contractor for a period of one year from the date of final acceptance, to be in healthy condition. 1. Inspections: Make periodic inspections, at no extra cost to Owner, during guarantee period. Determine what changes if any should be made in Owner's maintenance program. 2. Replacement at guarantee period conclusion: Replace, at no cost to the Owner, and as soon as weather conditions permit, dead plants and plants not in vigorous, thriving condition. Replacements to be of same species and to be subject to all indicated requirements. B. Letter of Guarantee: Provide a signed letter stating that the Contractor will conform to the guarantee requirements stated in the specifications. 1.11 CODES AND REGULATIONS A. General: Comply with all applicable city, county, state and federal codes and regulations. PART 2 PRODUCTS 2.01 LAWN TOPSOIL A. General: Topsoil to be fertile, friable, sandy loam, and to supply the following composition requirements: weed and deed free; pH between 5.5 and 7.5; maximum particle size to be 1/2 inch, with 97% to 100% passing the 3/8" screen; 2002-181aa 02900 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING ' SECTION 02900 soluble salts shall not exceed 600 ppm; free of clay lumps, litter and toxic matter harmful to plant growth. Pure organic content shall be 20% maximum and 10% ' minimum by volume. Topsoil components shall be mixed in the following proportions: For lawn areas: 30% composted yard waste, 30% sandy loam, 40% sand. ' All components shall conform to the requirements indicated. Mixing of the soil components shall not occur on site. B. Sand: Conform to the following analysis using Tyler Standard Screens - U.S. Series Equivalent Number: Sieve....................................... %Passing #4............................................ 100% #10.......................................... 90-100% #16.......................................... 55-85% #30.......................................... 35-60% #60.......................................... 10-30% #100........................................ 0-6% #200 (wet sieve procedure)..... 0-1% Submit separate sand sieve analysis for approval prior to mixing. C. Composted Yard Waste: Material derived from aerobic decomposition of recycled plant waste fully composted for a minimum of 6 months; material shall have a moisture content such that no visible free water or dust is produced when handling the material; no fresh sawdust or fresh wood by-products to have been added after the composting process has begun. Yard waste shall be from a permitted composting facility. Cedar Grove or equal. Submit the following for approval prior to mixing: a) composted yard waste sample, b) a copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional Health Department. D. Sandy Loam: Shall be derived from the "A" Horizon of naturally occurring friable soils. Soils with a high fine silt or clay content will be rejected. Submit separate sample for approval prior to mixing. 2.02 PLANT BED TOPSOIL A. General: Planting Bed Topsoil shall be mixture of pure compost and sand, sandy loam, or silty sand as in Cedar Grove Two-Way Soil Mix or approved equal meeting the following specification: 1. The soil shall be high in organic content, comprised of fully composted and mature organic materials. No fresh sawdust or other fresh wood by- products shall be added to extend the volume after the composting process begins. Compost shall be produced at a permitted solid waste facility (Health permit, Storm water permit, PSAPCA facility and equipment 2002-181aa 02900 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 registration). The chemical / physical characteristics shall comply with WSDOT Standard Specification for Topsoil Type A, Section 9-14.1(1) as follows: Screen Size (particle size)..........7/16" maximum Total Nitrogen..............................25 minimum Organic Matter............................ 10% minimum pH range ....................................5.5 -7.5 Conductivity................................4 mmhos/cm maximum 2.03 FERTILIZER A. Trees, Shrubs and Groundcover: Agriform planting tablets 20-10-5, 21 gram size, 5 gram size, or granular as approved. B. All Sodded Areas: 1. Installation Fertilizer per sod supplier's written recommendations. 2. Maintenance Fertilizer: 2.04 WATER A. General: Free of substances harmful to plant growth. 2.05 MULCH A. General: Free from weeds, weed seed, mold, or other noxious materials. B. Fine Bark Mulch from Sawdust Supply, Seattle, WA., Phone: 206 622 4321 or approved equal. C. Pea Gravel Mulch (3/8") for tree grate area as specified. 2.06 PLANT MATERIAL A. General: Plants to be nursery grown with size at least equal to size specified, prior to pruning. Do not prune prior to site delivery. Measurements, caliper, branching, grading, quality, balling and burlapping per Code of Standards of American Association of Nurserymen. Substitutions of smaller plant sizes will not be permitted, however, substitutions of larger sizes of the same type are acceptable, with approval, at no extra cost to the owner. B. Container stock: Provide container stock plants which have grown in container in which delivered for a minimum of 6 months, but not over 2 years. Do not handle container stock by tops, stems or trunks. Carefully loosen roots around outside of rootballs prior to planting. C. Balled and burlapped stock (B&B): Dug with firm, natural balls of soil around roots; ball diameter and depth sufficient to encompass fibrous and feeding roots. Wrap with burlap and bind with twine, cord or wire mesh in accordance with ANSI 2002-181aa 02900 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING , SECTION 02900 Z60.0. Handle by ball only. Take care to protect ball and plant. Cracked, broken or dry-to-the-center balls will not be acceptable. ' D. Pruning: Do not prune before delivery. Prune or limb new and existing plants only as directed by Owner. Trees with bark sunscalds, broken leaders, disfiguring ' knots or fresh cuts of limbs over 3/4 inch not completely calloused will be rejected. 2.07 COMMON FILL A. General: Fill for subgrade in plant beds and turf areas shall be approved on-site soils, or approved imported material. Fill shall have a maximum particle size of 2", and be free of large rocks, sticks or other deleterious materials. Stripped topsoil, free from organics, may be used as subgrade fill to within 8" of finished grade under topsoil in plant beds and to within 3" of finished grade in lawn areas. Do not use stripped topsoil under pavements, surfacings or structures, or other areas , where structural fill is required. 2.08 STAKING AND GUYING MATERIALS ' A. Staking Material for Trees in Plant Beds & Lawn Areas: 1. Stakes: 2 x 2 x length necessary, Douglas Fir, or approved equal. 2. Guys: Twelve (12) ga. galvanized guy wire with black rubber garden hose at tree as shown. 3. Conform to details as shown. PART 3 EXECUTION 3.01 TOPSOIL AND FINISH GRADING ' A. General: Prepare subgrade in all plant bed areas by scarifying to 8" minimum depth and removing rocks and debris over 2" in diameter. Subgrade soils should be free-draining and without any impervious soils or other materials harmful to plant growth. It is the Contractor's responsibility to notify the Owner's Representative of any subgrade conditions deleterious to plant growth. B. Spread Topsoil: Do not spread topsoil when frozen or excessively wet or dry. Topsoil depth after settlement: 1. New Planting Bed Areas including within 6'-0" around trees in lawn areas: Minimum 6". Apply one-half depth of topsoil and till into existing subgrade to depth of 4" — 6". Apply remaining topsoil. 2. Turf Areas: Minimum 3" depth. Apply one-half depth of topsoil and till into existing subgrade to depth of 4" —6". Apply remaining topsoil. C. After planting trees in lawn areas, apply lawn area topsoil up to the 2' diameter circle of mulch. 2002-181aa 02900 PAGE 6 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 D. Fine Grading: 1. General: Fine grade per Section 02200 Earthwork and as indicated on drawings. Rake entire surface to a smooth and even grade, remove all rocks over 1" diameter, remove grass roots and debris. Conform to grading tolerances defined in Section 02200. 2. Compact to 90% of maximum dry density per ASTM D 1557. 3. Shrub and Groundcover Beds: 2" below pavement, curbs and finish lawn grades to allow 2" layer of mulch to be flush with pavement. 4. Bermed Lawn Area: a. Flush with surrounding grades and 1/2" below pavement and top of curbs/walls. b. Flush with surrounding grades at lowest elevations and evenly graded to highest elevations as shown on the drawings. Finished grades shall be smooth to prevent lawn-mower scouring, and maximum of 1 vertical foot in 5 feet horizontal unless otherwise specified. Top of berms shall be gently sloped to mid-crest at 1 vertical foot in 40 horizontal feet. 3.02 LAYOUT AND PLANTING A. Time of Planting: All plant material to be placed between October 1 and May 1, or as approved by Owner's Representative. Do not plant when ground is frozen, snow covered or muddy. B. Layout: Locate new planting in general areas as designated on the drawings except where obstructions below ground or overhead are encountered or where changes have been made in the construction. Specific tree and shrub locations within the designated areas will be as directed by the Owner. Stake preliminary tree and shrub locations within the designated areas and obtain Owner's approval or direction for all tree and shrub planting locations prior to installation. C. Excavation of Plant Pits: Excavate and scarify sides of all plant pits to dimensions shown below. Remove any impervious or otherwise unsuitable soils or material or amend only as approved by Owner. Backfill plant pits with native soils approved by Owner's Representative and tilled in topsoil which were removed to make the plant pit. 1. Shrub pits are to be excavated 0" deeper and 12" wider (all sides) than the rootball or container size. 2. Tree pits are to be excavated 0" deeper and 20" wider (all sides) than the rootball. Adjust area at paved edges. D. Placement of Trees, Shrubs and Groundcover: Place at normal planting season, unless otherwise approved. Orient as directed for best appearance. Set in center of pits, on on-site soil. Set plantings to bear same relationship with finish grade 2002-181aa 02900 PAGE 7 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING t SECTION 02900 after settlement as they bore to natural grade. For trees in lawn areas, allow for placement of lawn area topsoil mix up to circle of mulch around tree. Hold firmly in ' position while backfill mixture is being placed. Break down any smooth walls of the plant pit during this backfill process. Place backfill carefully, avoiding root damage and filling all voids. Compact fill by jetting to avoid air pockets. Allow to soak away , and continue adding more backfill mixture as required. Add fertilizer tablets, as specified below, near top of rootball during backfill. 1. For container stock: Cut 2 sides with approved type cutter, taking care to avoid any root damage. 2. For balled stock: Cut string and remove fasteners. Remove top 1/3 of ' burlap. 3. For wire baskets: Cut wire and remove top 1/2 of wire basket. , E. Fertilizer: Space tablets evenly at upper outer edges of root system during backfilling, 6-8" below the surface of the soil. Provide quantity and size of tablets following manufacturer's instructions. F. Organic Mulch: Spread 2" depth as indicated in all shrub and groundcover beds, ' and in a 2'-0" diameter circle around trees in lawn areas. G. Pea Gravel Mulch: Spread in tree grate area to required depth as indicated on the ' drawings. G. Staking and Guying: Place stakes, boards, wire and hose as indicated. 3.03 WATERING A. Schedule irrigation applications as necessary to maintain all plantings in healthy , growing condition during maintenance period, duration based on daily weather conditions. B. The Contractor is responsible for watering all new plantings beds in areas which do not have a fully operational automatic irrigation system installed using a temporary irrigation system of the Contractor's design. The Contractor shall avoid methods which may damage plant materials. All materials used for a temporary irrigation system shall be removed by the Contractor by Final Acceptance. Temporary automatic irrigation systems shall not operate while permanent zones are on. The Contractor shall coordinate with the Owner and City maintenance personnel regarding allowable times to operate the temporary system. There shall be no overspray allowed outside the limits of newly planted areas unless approved otherwise. Contractor shall test available water pressure at all new quick couplers to determine temporary system limitations. 1. Submittals: a. Submit a watering schedule for approval. b. Submit method of watering areas which are without permanent automatic irrigation for approval prior to installation. 2002-181aa 02900 PAGE 8 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 3.04 CLEAN UP A. Remove from site all cans, surplus subsoil and other debris resulting from planting and grading operations. Neatly dress and finish landscaping areas. B. Remove all soil and stains caused by work of this Section from adjacent hard surfaces. 3.05 PLANT ESTABLISHMENT AND FINAL ACCEPTANCE A. Preliminary Inspection and Acceptance: When the work specified in this section has been completed, an inspection will be made within seven (7) days of the contractor's request. The Owner's Representative will generate a "punch list" of items that will require revisions or completion to comply with the contract documents. Preliminary acceptance of the landscaping will be given when items on the punch list have been completed to the satisfaction of the Owner's Representative. B. Establishment Period and Maintenance: The Establishment Period will commence on the date of Preliminary Acceptance, and will extend 90 days from Physical Completion of the entire project. Maintenance during this period to include: 1. Watering: Make necessary adjustments to watering schedule to accommodate seasonal changes. Water areas of new tun` and plant beds so that they receive adequate water for survival of the plant in a healthy condition. 2. Fertilization to Planting Beds: Should the establishment period extend to 12 months beyond the date of Preliminary Acceptance, fertilize all trees, shrubs and groundcover at the rates specified. 3. Adjustment of Stakes and Guys: Adjust stakes and guys as necessary to maintain vertical growth on trees. Replace damaged or removed stakes and guys. Should the establishment period extend to 12 months beyond the date of Preliminary Acceptance, remove all stakes and guys. 4. Weeding: Remove all weeds before they reach 4" (height or spread) from all shrub and groundcover beds, large islands of tree plantings and individual tree plantings in the lawn area. Control weed growth in lawn areas with appropriate herbicides, applied per these specifications. C. Guarantee: All transplanted and nursery grown plant material shall be guaranteed by the Contractor for a period of one year from the date of final acceptance, to be in healthy condition. 1. Inspections: Make periodic inspections, at no extra cost to Owner, during guarantee period. Determine what changes if any should be made in Owner's maintenance program. 2002-181aa 02900 PAGE 9 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS PLANTING SECTION 02900 2. Replacement at guarantee period conclusion: Replace, at no cost to Owner, and as soon as weather conditions permit, dead plants and plants not in , vigorous, thriving condition. Replacements to be of same species and to be subject to all indicated requirements. D. Final Inspection and Acceptance: Final inspection of the work in this section will ' be made at the time of the Final Inspection of the entire project. A final "punch list" will be issued. Final Acceptance of the landscaped areas which are the responsibility of the Contractor will be contingent upon Final Acceptance of the entire project. END OF SECTION ' 1 2002-181aa 02900 PAGE 10 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SOD LAWN SECTION 02920 PART1 GENERAL 1.01 SUMMARY A. Extent of Work: Planting required for this work is indicated on the drawings and, in general, includes installation of sod lawn, erosion control, weed control and maintenance of the finished work. Work of Section 02900— Planting is directly related to this Section. Refer Section 02900 for preparatory work prior to installing work of this Section. B. Related Documents: The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions and General Requirements, apply to the work as if specified in this section. C. Related Work Specified Elsewhere: 1. Section 02200 — Earthwork 2. Section 02630 - Underdrainage 3. Section 02810 - Irrigation System 4. Section 02900 — Planting 1.02 QUALITY ASSURANCE A. Qualifications of Workmen: Provide at least one person who shall be present at all times during execution of the Work and who shall be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direct all work performed under this section. B. Standards: 1. Sod shall be nursery-grown (farm-grown) under climatic conditions similar to or hardier than those at the site. Sod shall have normal habit of growth and be healthy, vigorous and free of disease, insects, insect eggs and larvae. Sod material shall meet or exceed the specification of Federal, State and local laws requiring inspection for plant disease and insect control. 1.03 SUBMITTALS: Make submittals in accordance with the provisions of these specifications. A. Certification of Material: 1. Include seed mix percentages, purity, germination rates, weed experience, and date tested for the preceding. Include complete data on source, size and quality. 2. Supply on-site 12" x 12" sample of the sod for inspection and approval in advance by the Owner. 3. Supply Grower's written recommendations for fertilizer type, rate of application, and frequency. 2002-181aa 02920 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' SOD LAWN SECTION 02920 ' B. Manufacturer's Certificates of Conformance: 1. Fertilizer 2. Comply with Section 02900 — Planting for "Planting Soil /Topsoil." C. Schedule for Installation: It is the Contractor's responsibility to coordinate all work ' with the Owner. D. Record Drawings: During the course of the installation, carefully record in red-line ' on a print of the planting drawings all changes made to the lawn area layout during installation. Submit an approved record drawing to the Owner prior to final inspection. , E. Certificates: 1. All certificates required by law shall accompany shipments. 2. Upon completion of the installation and prior to final inspection, deliver all , certificates to the Owner. 1.04 PRODUCT HANDLING ' A. Delivery and Storage: 1. Deliver all items to the site in their original containers, with all labels intact and legible, at the time of the Owner's inspection. 2. Coordinate delivery and installation of sod to ensure sod is installed immediately upon delivery. 3. Use all means necessary to protect new lawn areas before, during, and after installation and to protect the installed work and materials of all other trades. B. Replacements: In the event of damage or rejection, immediately make all repairs and replacements necessary for the approval of the Owner and at no additional cost to the Owner. 1.05 JOB CONDITIONS A. Site Information: Preserve and protect all sod on site prior to and during installation. Protect from wind, drought, unusual weather and vandalism. Store all sod on site within limits of work. B. Existing Utilities: 1. Underground: Locate all underground utilities prior to planting. C. Protection of Persons and Property.: Protect adjacent property, public walks, curbs and pavement from damage. Do not block public access routes with plant material. 2002-181 as 02920 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SOD LAWN SECTION 02920 PART 2 PRODUCTS 2.01 SOD A. The Contractor shall provide sod to all new lawn areas and to those lawn areas requiring restoration from the Contractor's operations. B. Sod: Premium "Shadow Master" non-net sod from Emerald Turfgrass Farms, Inc., Sumner, WA, Ph: 253 838 9911 or 425 641 0608, or approved equal. Approved equal must be from a local grower and be established in growing sod. All required certifications apply for"approved equal". 2.02 FERTILIZER A. General: All fertilizer shall be delivered to the site in bags labeled with the manufacturer's guaranteed analysis. Provide fertilizer per Grower's recommendations and as approved by the Owner in the submittals. B. Special Protection: If stored at the site, protect fertilizer from the elements at all times. 2.03 TOPSOIL A. General: Topsoil: Conforming to Section 02900 - Lawn Topsoil. 2.04 OTHER MATERIALS A. All other materials, not specifically described but required for a complete and proper planting installation, shall be selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Inspection: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that lawn installation may be completed in accordance with the original design and the referenced standards. 3. Discrepancies: In the event of discrepancy, immediately notify the Owner for specific instructions. 2002-181 as 02920 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' SOD LAWN SECTION 02920 ' 3.02 INSTALLATION PREPARATION A. Prepare subgrade in all lawn areas by scarifying to a 8" minimum depth and ' removing rocks and debris over 2" in diameter. Subgrade soils should be free- draining and without any impervious soils or other materials harmful to plant ' growth. Notify the Owner of any subgrade conditions deleterious to plant growth. B. Spread topsoil as specified in Section 02900, 3.01 B. 2. C. Thoroughly rototill topsoil into on-site soils to a minimum depth of 4-6 inches. D. Apply remaining topsoil per Section 02900— Planting. E. Fine grade per Section 02200 Earthwork and as indicated on drawings. Rake entire surface and conform to grading tolerances defined in Section 02200. Grade edges to 1" below adjacent paved surfaces to provide a smooth transition. Roll as necessary to firm grade to specified compaction requirements. F. Apply fertilizer to the prepared lawn areas at rates recommended by sod grower and lightly rake to incorporate into the soil. 3.03 SOD INSTALLATION ' A. Moisten sod bed and roll lightly for compaction. t B. Lay sod strips per supplier's instructions. Tightly butt joints, trim edges to conform to smooth curves and straight lines of pavement. Sod is to be flush with paved surfaces after settlement. Avoid gaps and overlaps and stagger sod joints in a brick-like fashion. C. Remove any bumps, undulations, or low-high spots with a light rolling. D. Water daily for a minimum of two weeks to prevent dehydration. E. Protection: Protect all turf areas by erecting temporary fences, barriers, signs, etc. as necessary to prevent trampling. 3.04 PROTECTION A. Protect all new turf areas against harm from wind, unusual weather and the public. Do not work in, over, or adjacent to planting areas without proper protection and safeguards. 3.05 TURF ESTABLISHMENT AND FINAL ACCEPTANCE A. General: The Contractor shall maintain all new lawn areas in this project; shall be responsible for the survival of turf in acceptable condition and shall maintain all new lawn areas in a neat and orderly fashion until Final Acceptance of the project by the Owner. The Contractor will be held responsible for all damage or loss caused by his inattention or carelessness. The Contractor shall repair damage caused by traffic, vandalism, weather or other outside causes. 2002-181aa 02920 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS SOD LAWN SECTION 02920 B. Preliminary Inspection and Acceptance: When work specified in this Section has been completed, an inspection will be made within seven (7) days of Contractor's request. The Owner will generate a punch list of items that will require revisions or completion to comply with the Contract documents. Preliminary acceptance of landscaping will be given when items on the punch list have been completed to the satisfaction of the Owner. C. Establishment Period: The Establishment Period will commence on the date of Preliminary Acceptance and will extend to Substantial Completion or Final Acceptance by the Owner of landscape work, whichever is later. Maintenance during this period will include: 1. Watering: Water areas of new turf so they receive adequate water for survival of the plant in a healthy position. 2. Lawns shall be fertilized every six weeks from March through September per Grower's written recommendations. Lawns shall be maintained weed-free. 3. Lawns are to be mowed weekly or as needed to maintain a neat appearance. All grass clippings shall be removed from the site. Maximum height of lawn shall not exceed three inches. 4. Protect all lawn areas against damage, including erosion and trespassing, by providing and maintaining proper safeguards. 5. Debris Control: Debris control shall be accomplished in all landscaped lawn areas on a regular basis, at least weekly or more often where necessary. This will include leaf fall control in Fall period. Policing for paper and litter in all areas shall be conducted at least weekly. During the Fall period leaves, wind blown into gutters and catch basins, are considered as litter and shall be removed as debris. D. Guarantee: All new turf areas shall be guaranteed by the Contractor to be in a healthy condition for a period of one year from the date of Final Acceptance. 1. Inspection: Make periodic inspections, at no cost to the Owner, during the guarantee period. Determine what changes, if any, should be made in the Owner's maintenance program. 2. Replace, at no cost to Owner and as soon as weather conditions permit, lawn areas not in vigorous, thriving condition. 3. Include Letter of Guarantee per Section 02900, 1.10B. E. Final Acceptance: Final inspection of the work of the Section will be made at the time of the Final Inspection of the entire project or earlier, if approved by the Owner. A final punch list will be issued. Final Acceptance of the new turf areas which are the responsibility of the Contractor will be contingent upon Final Acceptance of the entire project or at the determination of the Owner if earlier than Final Acceptance of the entire project. 2002-181 as 02920 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS ' SOD LAWN SECTION 02920 ' 3.06 CLEANUP A. Remove all debris, such as cans, surplus materials and trimmings, from the site. ' END OF SECTION ' 1 2002-181aa 02920 PAGE 6 CONCRETE DIVISION 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE FORMWORK SECTION 03100 PART1 GENERAL 1.01 DESCRIPTION A. Provide formwork in accordance with the provisions of this Section for all cast-in- place concrete shown in the drawings or required by other Sections of these Specifications. 1.02 RELATED WORK A. For concrete reinforcement, including bar supports and reinforcement accessories, see Section 03200. B. For cast-in-place concrete, see Section 03300. 1.03 BUILDING CODE: Uniform Building Code, 1997 edition, if more rigid than those herein, shall govern. 1.04 STANDARD SPECIFICATIONS: Unless otherwise shown or specified, design, construct, erect, maintain and remove forms and related structures for cast-in-place and precast concrete work in compliance with the American Concrete Institute Standard ACI 347, "Recommended Practice for Concrete Formwork". PART 2 PRODUCTS 2.01 PLYWOOD A. Concealed Work: Thickness sufficient to support concrete at rate placed, 5/8-inch minimum, B grade minimum. B. Exposed Work: DFPA high density overlay plyform Class I/Exterior; 60/60 weight. Conform to PSI-74, all new materials. Thickness sufficient to support concrete at rate placed, 3/4 inch minimum. 2.02 STEEL FORMS: Permitted in lieu of wood forms, subject to prior approval of the Architect and guaranteed by the Contractor that system used will produce equal, or better, form construction and surface finish. 2.03 RE-USE OF FORMS: Clean and repair surfaces of forms to be re-used in the work. Split, frayed, delaminated or otherwise damaged formfacing material will not be acceptable. Apply new form coating compound material to concrete contact surfaces as specified for new formwork. When forms are reused for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close all joints. Align and secure joints to avoid offsets. 2.04 FORM TIES A. Strength consistent with spacing and rate of placement. 2002-181aa 03100 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE FORMWORK SECTION 03100 ' B. Wire ties and wood spacers are not permitted. 2.05 FORM COATINGS ' A. Provide commercial formulation form-coating compounds that will not stain, bond ' with, or adversely affect concrete surfaces. Compound shall not impair subsequent treatment of concrete surfaces requiring bond or adhesion, nor impede the wetting of surfaces to be cured with water or curing compounds. ' B. Sealing of Wood Forms (For use on wood forms other than HDO plywood forms): 1. Before usage, coat faces and edges with Sonneborn "Castoff', Nox-Crete ' "Preform", or approved equal. Apply in strict accordance with manufacturer's directions. C. Form Release Agent: 1. Before each pour, coat wood forms (including HDO plywood forms) with "Paragon", Sonneborn "Castoff', Nox-Crete "Form Coating", Layco "lacton", or approved equal. 2. For metal forms, use North Coast Chemical's "Form Free", Concentrate No. 2, or approved equal. 3. Apply in accordance with manufacturer's directions. 4. For P.V.C. form liner: as recommended by manufacturer of form liner. PART 3 EXECUTION , 3.01 FORMS A. The Contractor shall be responsible for design, engineering and construction of ' formwork and shoring. B. Design in accordance with "Recommended Practice for Concrete Formwork: (ACI ' 347), and Building Code, which ever is more rigid. Size facing materials, studs, walers, shores, joists, etc., to safely carry loads at rate placed. C. Carry vertical and lateral loads to ground by formwork system and in-place ' construction that has attained adequate strength for that purpose. D. Design formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. E. Design forms and falsework to include assumed values of live load, dead load, weight of moving equipment operated on formwork, concrete mix, height of concrete drop, vibrator frequency, ambient temperature, foundation pressures, 2002-181aa 03100 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE FORMWORK SECTION 03100 stresses, lateral stability, and other factors pertinent to safety of structure during construction. F. Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. G. Provide trussed supports when adequate foundations for shores and struts cannot be secured. K Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. I. Fit forms placed in successive units for continuous surfaces to accurate alignment, free form irregularities, and within allowable tolerances. J. Provide camber in formwork as required for anticipated deflections due to weight and pressures of fresh concrete and construction loads. K. Provide formwork sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly butt joints and provide backup material at joints as required to prevent leakage and fins. 3.02 FORM CONSTRUCTION A. Construct forms complying with ACI 347, to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, level, and plumb work in finish structures. B. Provide for opening, offsets, sinkages, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorages and other features required. Use selected materials to obtain required finishes. C. Forms for openings, and construction which accommodates installation by other trades whose materials and products must be fabricated before the opportunity exists to verify the measurements of adjacent construction which affects such installations, shall be accurately sized and located as dimensioned on the drawings. In the event that deviation from the drawing dimensions results in problems in the field, the Contractor shall be responsible for resolution of the conditions as approved by the Owner's Representative without additional expense to the Owner. 3.03 FABRICATION A. Form intersecting planes to provide true, clean cut corners. B. Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before concrete is placed. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. 2002-181aa 03100 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE FORMWORK ' SECTION 03100 3.04 FORMS FOR EXPOSED CONCRETE ' A. Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes. Provide form tie holes as indicated on drawings. , B. Provide sharp, clean corners at intersecting planes, without visible edges or offsets. Maintain true, square intersections. ' C. Prevent bowing of forms between studs and to avoid bowed appearance in concrete. ' D. Assemble forms so they may be readily removed without damage to exposed concrete surfaces. E. Ease exposed edges with 1/4 inch radius or chamfer exposed edges '/2 inch in accordance with drawings, unless otherwise shown. F. Tape between form joints and cover joint with a skim coat of silicone sealer to provide a smooth, continuous concrete surface. Provide joints at exposed concrete as indicated on the drawings. 3.05 REMOVAL A. Forms shall not be stripped from concrete which has been placed at temperature under 50 degrees F without first determining if the concrete has properly set without regard to the time element. If, in the opinion of the Owner's Representative, stripping of forms results in damage to the concrete, the schedule shall be modified to prevent such occurrences. B. If forms are removed during curing period, cure as specified in Section 03300. C. Use only wooden wedges for removal of forms from exposed surfaces. Do not pry- D. Remove all form work. 3.06 CONTROL JOINTS AND CONSTRUCTION JOINTS A. General: Joints not shown on the drawings shall be a min. of 10' o.c. and be so made and located as to least impair the strength of the structure and shall be approved by the Owner's Representative prior to forming. B. Reinforcing and Keys: All reinforcing steel and mesh shall be continued across joints and lapped beyond unless shown otherwise. C. Surface Preparation: The surface of concrete at all joints shall be thoroughly cleaned and all laitance removed. Bond shall be obtained by roughening the surface of the concrete in an approved manner which will expose the aggregate 2002-181aa 03100 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE FORMWORK SECTION 03100 uniformly and will not leave laitance, loosened particles or aggregate or damaged concrete at the surface. Apply bonding agent. 3.07 FORM COATINGS A. General Application: 1. In accordance with manufacturer's instructions. 2. Before placing reinforcing. 3. For each re-use of form. 4. Use minimum quantity required. 5. Do not allow to contact concrete against which fresh concrete will be placed. B. Board and Plywood Forms: "Form Film", W.R. Grace Company, or Burke "Form Coating", or approved equal. END OF SECTION 2002-181aa 03100 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE REINFORCEMENT SECTION 03200 PART GENERAL 1.01 DESCRIPTION Work included: Provide complete, in place, all steel required for reinforcement of cast- in-place concrete as shown on the drawings for walls, pavement and footings. 1.02 QUALITY ASSURANCE A. Comply with pertinent provisions of following standards as listed: 1. Uniform Building Code, 1997 Edition. 2. CRSI "Manual of Standard Practice". 3. ACI 318 "Building Code Requirements for Reinforcement Concrete". 1.03 SHOP DRAWINGS A. Bar schedules, stirrup spacing, diagrams of bend bars, and arrangement and assemblies. B. Make shop drawings in accordance with ACI 315. "Manual of Standard Practice for Detailing Reinforcing Concrete Structures". 1.04 MILL CERTIFICATES A. Accompanying the shop drawings, submit steel producer's certificates for mill tests. 1.05 DELIVERY A. Deliver reinforcement to the job site bundled, tagged, and marked. Use metal tags indicating bar size, lengths, and other information corresponding to markings shown on placement diagrams. 1.06 STORAGE A. Store reinforcement at the job site in a manner to prevent damage and accumulation of dirt and rust. PART2 PRODUCTS 2.01 MATERIALS A. Reinforcing Bars: Comply with ASTM A615/A 615M, grade 60 (grade 420) deformed. B. Plain steel Wire: Comply with ASTM A 82, as-drawn or galvanized. 2002-181aa 03200 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE REINFORCEMENT ' SECTION 03200 C. Plain steel and galvanized welded wire fabric: ASTM A18S, fabricated from as- ' drawn or galvanized steel wire into flat sheets. D. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement in place. ' E. Use wire bar supports complying with CRSI recommendations, unless otherwise indicated. Do not use wood or brick. ' F. For slabs-on-grade, use supports with sand plates or horizontal runners where base material will not support chair legs. G. For exposed-to-view concrete surfaces, where legs of supports are in contact with forms, provide supports with either hot-dip galvanized or plastic protected legs. 2.02 FABRICATION A. Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual. In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. Reinforcement with any of the following defects will not be permitted in the work: 1. Bar lengths, depths, and bends exceeding specified fabrication tolerances. 2. Bend or kinks not indicated on drawings or final shop drawings. 3. Bars with reduced cross-section due to excessive rusting or other cause. PART 3 EXECUTION 3.01 INSPECTION A. Examine the subgrade, formwork, and the conditions under which concrete reinforcement is to be placed, and correct conditions which would prevent proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Comply with the specified standards for details and methods of reinforcement placement and supports, and as herein specified. B. Clean reinforcement to remove loose rust and mill scale, earth, and other materials which reduce or destroy bond with concrete. C. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolster, spacers, and hangers, as required. 2002-181aa 03200 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CONCRETE REINFORCEMENT SECTION 03200 D. Place reinforcement to obtain the minimum coverages for concrete protection. Arrange, space, and securely tie bars and supports together with 16 gauge wire to hold reinforcement accurately in position during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. E. Install welded fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh. F. Provide sufficient numbers of supports and of strength to carry reinforcement. Do not place reinforcing bars more than 2" beyond the last leg of any continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar construction loads. G. Provide standard reinforcement splices by lapping ends the proper length, placing bars in contact, and tightly wire tying. 3.03 FIELD WELDING A. Welding performed by American Welding Society certified welders as per AWS D12.1. 3.04 CONCRETE PROTECTION: A. Provide concrete protection as shown on the drawings. END OF SECTION 2002-181aa 03200 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE SECTION 03300 PART GENERAL 1.01 RELATED WORK A. SECTION 03100 - CONCRETE FORMWORK. B. SECTION 03200 - CONCRETE REINFORCEMENT. 1.02 BUILDING CODE: Uniform Building Code, 1997 edition, if more rigid than those herein, shall govern. 1.03 STANDARD SPECIFICATIONS: Conform to ACI Standard "Specifications for Structural Concrete Buildings, ACI 301, published by the American Concrete Institute, except as otherwise shown on the drawings or specified herein. 1.04 SCOPE A. General: Furnish all labor, equipment and materials necessary for all site concrete work, including but not limited to: 1. Concrete Walls, Haunches, Curbs 2. Concrete Foundations and Footings 3. Concrete Paving 4. Specially-Scored Concrete Paving 1.05 QUALITY CONTROL ■ A. Quality Control by Contractor: The Contractor shall be responsible for the strength and quality of all the concrete placed. B. Quality Control by the Owner: Concrete manufactured and intended for placement in the work may be tested by a Testing Laboratory employed by the Owner to determine compliance with these Specifications. The Owner's Laboratory may sample and test the fresh concrete and cast and test all standard concrete test cylinders. The Owner shall inform the Contractor of the results of all tests performed by the Owner's Laboratory including the test strength of the concrete cylinders. However, the Owner shall be in no way responsible for any portion of the quality control necessary to produce concrete meeting the specified strength and quality requirements. The responsibility for furnishing and placing concrete conforming to the requirements of these Specifications is solely that of the Contractor. ® PART 2 MATERIALS 2.01 CEMENT A. Portland cement shall conform to the "Standard Specification for Portland Cement: (ASTM C150 Type 1). Low heat Portland cement shall be used unless high-early- strength cement is authorized by the Owner. Where high-early-strength concrete 2002-181aa 03300 PAGE 1 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE ' SECTION 03300 is used, the specified strength shall be achieved in 7 days rather than the 28 days specified for low heat cement. All cement shall come from the same ' manufacturing plant and be certified as to quality. 2.02 WATER ' A. Water shall be any potable water, clean and free from injurious amounts of oil, acid, alkali, and organic materials. ' 2.03 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more that 0.1 ' percent water-soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. B. Water reducing admixture shall conform to ASTM C-494, Type A. C. Air entrainment admixture shall conform to ASTM C 260. ' 2.04 CURING COMPOUND ' A. Concrete curing compound shall be of a nature and composition not deleterious to concrete and shall be of a standard and uniform quality ready for use as shipped ' by the manufacturer. At the time of use, the curing compound shall be in a thoroughly stirred condition. Curing compounds shall not be diluted by the addition of solvent or thinners, or be altered in any manner without the specific approval of ' and in a manner prescribed by the manufacturer. 2.05 PREMOLDED JOINT FILLERS IN A. Joint Filler: Premolded, non-extruding resilient material with strip off top to allow for specified joint sealer. B. Joint Caulking 1. Pavement: Self leveling polyurethane, Sikaflex 1 CSL, by Sika, color to match concrete. 2. Vertical joints: Companion product to caulking above manufacturing for vertical joint applications. 2.06 CONCRETE A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases. Prepare mixes in conformance to drawings and notes or as follows, if not indicated. 1. Proportion normal-weight concrete according to ACI 211.1 and ACI 301. 2002-181aa 03300 PAGE 2 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE SECTION 03300 B. Footings and Foundation Walls: Proportion normal-weight concrete mix as follows: 1. Compressive Strength (28 Days): 3000 psi (20.7 Mpa). 2. Maximum slump: 5 inches (125 mm). C. Slab-on-grade: Proportion normal-weight concrete mix as follows: 1. Compressive Strength (28 Days): 3000 psi (20.7 Mpa). 2. Minimum Cementitious Materials Content: 540 lb/cu. yd. (320 kg/cu. M.). 3. Maximum Slump: 4 inches (100 mm). D. Cementitious Materials: For concrete exposed to de-icers, limit percentage, by weight, of cementitious materials other than Portland cement according to ACI 301 requirements. E. Maximum Water-Cementitious Materials Ratio: 1. 0.50 for concrete required to have low water permeability. 2. 0.45 for concrete exposed to deicers or subject to freezing and thawing while moist. 3. 0.40 for corrosion protection of steel reinforcement in concrete exposed to chlorides from deicing chemicals, salt, saltwater, brackish water, seawater, or spray from these sources. 4. 0.50 for concrete subject to moderate sulfate exposure. F. Air Content: 1. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content of 2 to 4 percent, unless otherwise indicated. 2. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content as follows within a tolerance of plus 1 or minus 1.5 percent, for exterior concrete structures and slabs exposed to freezing and thawing, de-icer chemicals or hydrolic pressure: a. Air Content: 5.5 percent for 1 'h 2 inch (38 mm) nominal maximum aggregate size. b. Air Content: 6 percent for 1 inch (25 mm) nominal maximum aggregate size. c. Air Content: 6 percent for 1/4 inch (19 mm) nominal maximum aggregate size. G. Synthetic Fiber: If specified or needed, uniformly disperse in concrete mix at manufacturer's recommended rate, but not less than 1 lb/cu. yd. (0.60 kg/cu. m.). 2002-181aa 03300 PAGE 3 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE ' SECTION 03300 H. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water-reducing admixture or high-range water-reducing admixture ' (superplasticizer) in concrete, as required, by mix design, for placement and workability. 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. , 3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion-inhibiting admixture in concrete mixes where required by mix design. 2.07 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1 'h hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. .�. 2.08 BASE COURSE A. Five eighths inch (5/8") minus crushed rock, shall conform to requirements of"Top Course", outlined under Section 9-03.7, Crushed Surfacing of the "Standard Specifications." PART 3 EXECUTION 3.01 CONCRETE PLACEMENT A. Place concrete in compliance with practices and recommendations of ACI 304, and as herein specified. Give minimum 48-hour notification prior to placing concrete. B. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which was hardened sufficiently to cause the formation of seams or planes of weakness within the section. C. If a section cannot be placed continuously, provide construction joints as herein specified. D. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic. 2002-181aa 03300 PAGE 4 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE SECTION 03300 E. Deposit concrete as nearly as practicable in its final location to avoid segregation due to rehandling and flowing. F. Do not subject concrete to any procedure which will cause segregation. G. Screed concrete which is to receive other construction to the proper level to avoid excessive skimming and grouting. H. Do not use concrete which becomes nonplastic and unworkable, or does not meet the required quality control limits, or which has been contaminated by foreign materials. I. Remove and replace concrete, when directed by Owner, surfaces which show excessive shrinkage, cracks, or improper drainage. J. Remove rejected concrete from the site and dispose of it in a location approved by the Owner's Representative for that purpose. K. Excavation: 1. Footing excavations are to be to the depth and widths shown on the drawings. Over-excavations shall be filled with concrete. 2. Grade sidewalk and slab areas to the lines and elevations required. Compact subgrade as specified prior to placing base course. 3.02 PLACING CONCRETE IN FORMS A. Place forms to conform with shapes, lines and dimensions shown on drawings. Hold lines plumb, straight and true. Make tight to prevent leakage. Use approved stainless releasing agent as per manufacturer's directions. Leave in place for sufficient length of time to insure rigidity and safety. B. Remove temporary spreaders in forms when concrete placing has reached the elevation of such spreaders. C. Do not place concrete in supporting elements until the concrete previously placed in columns and walls is no longer plastic. 3.03 BASE COURSE A. Install 5/8" minus crushed rock base course to the specified depths; finish grade and compact to 95% maximum dry density. 3.04 REINFORCING A. Provide reinforcing in concrete where indicated on drawings and specified herein. Stagger laps to avoid discontinuity in either direction. 2002-181aa 03300 PAGE 5 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE ' SECTION 03300 3.05 FINISHES A. Surfaces to be hard, uniform in color, clean and without pockmarks, honeycomb, ' projections or embedded materials. Tool all outside edges with 1/4 inch radius tool unless otherwise noted. Broom, trowel, and sacked finishes, and scoring as ' indicated. See 3.11 B. Coordinate finishes work for specially-scored concrete paving in areas specified. ' 3.06 PLACING CONCRETE SLABS A. Deposit and consolidate concrete slabs in a continuous operation, within the limits , of construction joints, until the placing of a panel of section is complete. B. Consolidate concrete during placement by use of the specified equipment, thoroughly working concrete around the reinforcement and into corners. C. Consolidate concrete in remainder of slabs by vibrating bridge screeds, roller pipe screeds, or other methods acceptable to the Owner's Representative. D. Limit the time of vibrating consolidation to prevent bringing an excess of fine aggregate to the surface. E. Bring slab surfaces to the correct level with a straight edge, and then strike off. F. Use bullfloats or darbies to smooth the surface, leaving it free from bumps and hollows. G. Do not sprinkle water on the plastic surface; do not disturb the slab surfaces prior to start of finishing operations. 3.07 CONSOLIDATION A. Consolidate all concrete in accordance with provisions of ACI 309. B. Consolidate each layer of concrete immediately after placing, by use of high frequency, rubber tipped, mechanical internal concrete vibrators supplemented by hand-spading, rodding, or tamping. C. Do not use vibrators to transport concrete inside the forms. 3.08 EQUIPMENT A. Provide adequate number of units and power source at all times. Maintain spare units on hand to ensure adequacy. 3.09 JOINTS A. General: Where a construction joint is to be made, the surface of concrete shall be thoroughly cleaned and all laitance removed. Vertical joint shall be thoroughly 2002-181aa 03300 PAGE 6 GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS CAST-IN-PLACE CONCRETE SECTION 03300 wetted and slushed with a neat cement grout immediately before placing of new concrete. Joint locations shall be as shown on the plan and details with the following specifics and minimums. 1. Paving: Locate control joints per plans and details. Use expansion joints per plan and detail. Expansion joints wherever exterior slabs abut vertical surfaces, old existing concrete pavement, intersections of new concrete pavement and elsewhere as indicated on drawings. 2. Walls: Locate vertical control joints at min. 10' o.c. Confirm locations with Owner's Representative prior to locating. Align vertical control and expansion joints where paving pattern meets wall. 3. Caulking: Apply waterproof sealant to all vertical and horizontal expansion joints All sealant shall be color-matched where applicable.. 3.10 PROTECTION AND REPAIR OF CONCRETE CONSTRUCTION A. All surfaces shall be protected against injury. During the first 72 hours after placing the concrete, any wheeling, working or walking on the concrete shall not be permitted. All slabs and stairs subject to wear shall be covered with plywood as soon as the concrete has set. This does not alter the requirements for proper curing as specified. B. No concrete slabs or top surfaces of walls shall be placed during rain unless acceptable protective shelter is provided, and during such weather, all concrete placed within the preceding 12 hours shall be protected with waterproof canvas or other suitable coverings. 3.11 FINISH OF SURFACES A. General: All finished or formed surfaces shall conform accurately to the shape, alignment, grades and sections, as shown on the drawings. Surfaces shall be free from fins, bulges, ridges, offsets, honeycombing or roughness and shall present a finished, continuous, hard surface. All sharp angles, where required, shall be rounded or beveled. Finishes shall conform to the following types: 1. All voids and form tie holes on exposed concrete shall be filled. 2. Vertical exposed surfaces shall have a sacked finish. 3. All exposed horizontal surfaces shall be medium broom finished. Broom finish on concrete pavement shall be perpendicular to direction of foot traffic. 4. All specially-scored concrete pavement shall be as specified on drawings. END OF SECTION 2002-181aa 03300 PAGE 7 ,Awe ,,r, CAG-02-119 1997 Edition -Electronic Format AIA Document A101-1997 Standard Form of Agreement Between Owner and Contractor where the basis of pay3mednt is a STIPULATED SUM AGREEMENT made as oft heAday of September in the year of 2002 THIS DOCUMENT HAS IMPORTANT LEGAL (in words,indicate day,month and year) CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH BETWEEN the Owner: RESPECT TO ITS COMPLETION OR (Name,address and other information) MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA City of Renton DOCUMENT MAY BE MADE BY USING AIA Community Services Administration DOCUMENT D401. 1055 S. Grady Way, 5th Floor Renton, WA 98055 AIA DocumentAX1-1997,General Conditions of the Contract for and the Contractor: Construction,is adopted in this document (Name,address and otherinformation) by reference.Do not use with other Clements Brothers. Inc. general conditions unless this document is P.O. Box 7964 modified. Bonney Lake, WA 98390 This document has been approved and endorsed by The Associated General The Project is: Contractors of America. (Name and location) Gene Coulon Memorial Beach Park Play Area Improvements The Architect is: (Name,address and other information) Bill Rasmussen City of Renton. Community Services Administration 1055 S. Grady Way, 5th Floor Renton, WA 98055 The Owner and Contractor agree as follows. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to rrrrw� execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, , representations or agreements, either written or oral. An enumeration of the Contract '5;'�A1�ire Documents,other than Modifications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT 01997 AIA® The Contractor shall fully execute the Work described in the Contract Documents, except to AIA DOCUMENT A101-1997 the extent specifically indicated in the Contract Documents to be the responsibility of others. OWNER-CONTRACTOR AGREEMENT The American Institute of Architects ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 1735 New York Avenue, N.W. Washington,D.C.20006-5292 © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, O 1997 by The American Institute o Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 1 3.1 The date of commencement of the Work shall be the date of this Agreement u Ifess a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date ofcommencement ifit differs from the date of this Agreement or,ifapplicable,state that the date will be fixed in a notice to proceed.) The date will be fixed in a Notice to Proceed. If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other security interests,the Owner's time requirement shall be as follows: THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH 3.2 The Contract Time shall be measured from the date of commencement. AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than MODIFICATION.AUTHENTICATION OF forty-five(45)days from the date of commencement,or as follows: THIS ELECTRONICALLY DRAFTED AIA (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of DOCUMENT MAY BE MADE BY USING AIA commencement. Unless stated elsewhere in the Contract Documents,insert any requirements for earlier Substantial DOCUMENT D401. Completion ofcertain portions of the Work.) AIA Document A101-1997,General Conditions of the Contract for subject to adjustments of this Contract Time as provided in the Contract Documents. Construction,is adopted in this document (Insert provisions,if any,for liquidated damages relating to failure to complete on time or for bonus payments for by reference.Do not use with other early completion ofthe Work.) general conditions unless this document is Thereafter, liquidated damages at ffy dollars ($50.00) per calendar day. modified. This document has been approved and ARTICLE 4 CONTRACT SUM endorsed by The Associated General 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractors of America. Contractor's performance of the Contract. The Contract Sum shall be One hundred two thousand eight hundred sixty Dollars and sixty-one cents ($ 102.860.61 ), subject to additions and deductions as provided in the Contract Documents. Contract amount includes all applicable sales tax. 4.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification ofaccepted alternates.Ifdecisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement,attach a schedule ofsuch other alternates showing the amount for each and the date when that amount expires) None 4.3 Unit prices,if any,are as follows: None ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment in a form satisfactory_to the Owner and f accompanied by Lien Waivers as required. submitted to the Architect by the Contractor ���='• and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. ®1997 AAA® AIA DOCUMENT A101-1997 5.1.2 The period covered by each Application for Payment shall be one calendar month OWNER-CONTRACTOR AGREEMENT ending on the last day of the month,or as follows: The American Institute of Architects Per the City of Renton Accounts Payable Calendar made available to the Contractor 1735 New York Avenue,N.W. at the commencement of Work. Washington,D.C.20006-5292 © 191s, 1918, 1925, 1937, 1951, 1958, 19 1, 1963, 967, 1974, 1977, 1987, © 1997 by The American Institute o Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 2 5.1.3 Provided that an Applicat'9for Payment is received by the Architect not ater than the first 1 st day of a month,the Owner shall make payment to the Contractor not later than the thirtieth (30th1 day of the same month. If an Application for Payment is received by the Architect after the application date fixed above,payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its THIS DOCUMENT HAS IMPORTANT LEGAL accuracy as the Architect may require. This schedule,unless objected to by the Architect,shall CONSEOUENCES.CONSULTATION WITH be used as a basis for reviewing the Contractors Applications for Payment. AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion MODIFICATION.AUTHENTICATION OF of the Work as of the end of the period covered by the Application for Payment. THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA 5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress DOCUMENT D401. payment shall be computed as follows: AIA Document A201-1997,General Conditions of the Contract for 1 Take that portion of the Contract Sum properly allocable to completed Work as Construction,is adopted in this document determined by multiplying the percentage completion of each portion of the Work by by reference.Do not use with other the share of the Contract Sum allocated to that portion of the Work in the schedule of general conditions unless this document is values, less retainage of five percent ( 5 %). Pending final determination of cost to modified. the Owner of changes in the Work, amounts not in dispute shall be included as This document has been approved and provided in Subparagraph 7.3.8 of AIA Document A2oi-1997. endorsed by The Associated General Contractors of America. .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of five percent(5%); .3 Subtract the aggregate of previous payments made by the Owner;and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A2oi-1997• 5.1.7 The progress payment amount determined in accordance with Subparagraph 5.1.6 shall be further modified under the following circumstances: 1 Add,upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the-faH afneunt ninety-five percent (95%) of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage � applicable to such work and unsettled claims;and (Subparagraph 9.8.5 ofAIA Document A2or-1My7requires release of applicable retainage upon Substantial Completion of Work with consent ofsurety,ifany.) .J .2 Add,if final completion of the Work is thereafter materially delayed through no fault '++ " of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AIA Document A2o1-1997. 01997 AIA® AIA DOCUMENT A101-1997 5.1.8 Reduction or limitation of retainage,if any,shall be as follows: OWNER-CONTRACTOR AGREEMENT (Ifit is intended,prior to Substantial Completion of the entire Work,to reduce or limit the retainage resulting from the percentages inserted in Clauses 57.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract e American Institute of Architects Documents,insert hereprmisions forsuch reduction orlimitation.) The York Avenue,N.W. Retainage shall be five percent(5%) of the Contract Sum until final payment. Washington,D.C.20006-5292 O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, O 1997 by The American Institute o Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 3 5.1.9 Except with the Owner s prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: 1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Subparagraph 12.2.2 of AIA Document THIS DOCUMENT HAS IMPORTANT LEGAL A2o1-1997, and to satisfy other requirements, if any, which extend beyond final CONSEQUENCES.CONSULTATION WITH payment;and AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR .2 a final Certificate for Payment has been issued by the Architect. MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA .3 Affadavits of Wages Paid have been certified b the Washington State Dept. DOCUMENT MAY BE MADE BY USING AIA g Y g p DOCUMENT D401. of Labor and Industries. AIA Document A201-1997,General .4 Proof of Taxes paid has been certified by the Washington State Dept. of Conditions of the Contract for Revenue. Construction,is adopted in this document by reference.Do not use with other .5 Proof of release of any labor, material or other claims against retainage has 8eneral conditions unless this document is been submitted to the City. modified. This document has been approved and .6 Passage of the statutory time for filing lien claims without any such filing or if endorsed by The Associated General there are any lien claims filed. failure to prosecute those claims within Contractors of America. statutory times or if timely prosecuted, final judgment. 5.2.2 :Fhe Owner-'s tiny p n to the G-ona..,.,•+,...sh All he ffi.A,Ie no later-il.aft 3e days,After- ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A2o1-1997. 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A2o1-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AIA Document A2o1-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. �® (Insert rate ofinterest agreed upon,ifany.) Not applicable. 01997 AIA® AIA DOCUMENT A101-1997 LLsurylawsandreguirementsunderthefederalTruthinLendingAct,similarstateandlocalconsumercreditlawsand OWNER-CONTRACTOR AGREEMENT other regulationsat the Owner's and Contractor's principal places ofbusiness,the location of thefroject and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions ormodifications, The American Institute of Architects and also regarding requirements such as written disclosures or waivers.) 1735 New York Avenue, N.W. 7.3 The Owner's representative is: Washington, D.C.20006-5292 (Name,address and otherinformation) Q 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, m 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 4 Bill Rasmussen, Capital Project ,00rdinator City of Renton *4wol r..+' 1055 S. Grady Way, 5th Floor Renton, WA 98055 Ph: 425-430-6617 7.4 The Contractor's representative is: (Name,address and other information) Tim Clements Clements Brothers, Inc. THIS DOCUMENT HAS IMPORTANT LEGAL P.O. Box 7964 CONSEQUENCES.CONSULTATION WITH Bonney Lake, WA 98390 AN ATTORNEY IS ENCOURAGED WITH Ph: 253-852-0373 RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF TH15 ELECTRONICALLY DRAFTED AIA 7.5 Neither the Owners nor the Contractors representative shall be changed without ten DOCUMENT MAY BE MADE BY USING AIA days written notice to the other party. DOCUMENT D401. 7.6 Other provisions: AIA Document A201-1997,General For the purposes of this Contract, the terms"Owner's Agent.""Owner's Conditions of the contract for Representative."or Architect shall mean Project Manager. Construction,is adopted in this document by reference.Do not use with other general conditions unless this document is ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS modified. 8.1 The Contract Documents, except for Modifications issued after execution of this This document has been approved and Agreement,are enumerated as follows: endorsed by The Associated General Contractors of America. 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A1o1-1997• 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA Document A2o1-1997. These General Conditions are incorporated in Section 00705. "General Conditions of the Contract," of the Project Manual. 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated July 30. 2002,and are as follows: Document Title Pages Section 00810 Modifications to General Conditions 1 Section 00900 Special Conditions 3 Section 00910 Bond to the City of Renton form 1 Section 00920 Insurance and Related Requirements 3 8.1.4 The Specifications are those contained in Division 1 (General Requirements). � + r+• y .� Division 2 (Sitework) and Division 3 (Concrete) of the Project Manual dated as in Subparagraph 8.1.3,and are as follows: (Eitherlist the Specifications here orrefer to an exhibit attached to this Agreement.) 01997 AIA® AIA DOCUMENT A101-1997 Section Title Pages OWNER-CONTRACTOR AGREEMENT Section 01010 Summary of Work and Sequence 2 The American Institute of Architects Section 01015 Special Provisions 7 1735 New York Avenue,N.W. Section 01027 Application for Payment 1 Washington,D.C. 20006-5292 Section 01028 Change Orders 3 Section 01060 Regulatory Requirements 1 Section 01340 Shop Drawings Product Data &Samples 1 Section 01400 Quality Control 1 m 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 5 Section 01430 Inspection s Tests 2 Section 01500 ConstructiN..dacilities Utilities and Temporary Controls 3 Section 01570 Traffic Regulation 2 Section 01630 Product Substitutions 5 Section 01700 Product Closeout 5 Section 02100 Demolition &Site Preparation 5 Section 02200 Earthwork 7 Section 02630 Underdrainage 5 Section 02635 Root Barrier Systems 2 THIS DOCUMENT HAS IMPORTANT LEGAL Section 02750 Site Furnishings 4 CONSEQUENCES.CONSULTATION WITH AN ATTORNEY I5 ENCOURAGED WITH Section 02810 Irrigation 17 RESPECT TO ITS COMPLETION OR Section 02900 Planting 10 MODIFICATION.AUTHENTICATION OF Section 02920 Sod Lawn 6 THIS ELECTRONICALLY DRAFTED AIA Section 03100 Concrete Formwork 5 DOCUMENT MAY BE MADE BY USING AIA Section 03200 Concrete Reinforcement 3 DOCUMENT D401. Section 03300 Cast-in-Place Concrete 7 AIA Document A201-7997,General Conditions of the Contract for 8.1.5 The Drawings are as follows, and are dated July 18. 2002 unless a different date is Construction,is adopted in this document shown below. by reference.Do not use with other (Hiherhst the Drawings here orrefer to an exhibit attached to this Agreement.) general conditions unless this document is modified. Number Title Date This document has been approved and Sheet 1 Cover endorsed by The Associated General Sheet 2 Notes and TESC Details Contractors of America. Sheet 3 Base Map Sheet 4 TESC/Demolition Plan Sheet 5 Layout/Grading/Drainage Plan Sheet 6 Planting Plan Sheet 7 Details Sheet 8 Details Sheet 9 Irrigation Plan 8.1.6 The Addenda,if any,are as follows: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. ■ 8.1.7 Other documents,if any,forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part ofthe Contract Documents AIA Document A2or- A iw7 provides that bidding requirements such as advertisement or invitation to bid,Instructions to Bidders,sample VV .'W- forms , _and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They s should be listed here onlyifintended to bepart ofthe Contract Documents.) Contractor's completed Bid Form (Section 00310)comprising five (5) pages as shown in Exhibit A. Contractor's completed Non-Collusion Affadavit/Minimum Wage Form 01997 AIA® (Sectio 00400) comprising one(1) page as shown in Exhibit B. AIA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT This Agreement is entered into as of the day and year first written above and is executed in at The American Institute of Architects least three original copies, of which one is to be delivered to the Contractor, one to the 1735 New York Avenue,N.W. iteci for use in the administration ofthe Contract,and the em .nder to the Owner. Washington, D.C.20006-5292 N E R (Signature) CO tf RACT0R ( gnat.,,) O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, O 1997 by The American Institute o Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/3/2003. 6 `A' Jesse Tanner. Mayor (Punted name and title) (Printed name and title) ,t, J /�','�, ./a THIS DOCUMENT HAS IMPORTANT LEGAL ATTEST 1�y�ftAAU J• W a9t16 " !O(�7- 06oZ CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH Bonnie Walton, City Clerk Date RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF TH15 ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. AIA Document A201-1997,General Conditions of the Contract for Construction,is adopted in this document by reference.Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. ®11® ®1997 AIA® AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington,D.C.20006-5292 O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute o Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document: 2002-200AA COULON PLAY AREA CONTRACT.AIA -- 8/23/2002. AIA License Number 1008538,which expires on 9/312003. 7 . ,E�X k 6-il A NE COULON MEMORIAL BEACH PAR Y AREA IMPROVEMENTS BID FORM SECTION 00310 FORM OF PROPOSAL ( BID ) for the GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS 1201 Lake Washington Blvd. North Renton, Washington Bids Due: 2:30 P.M. Tuesday,August 13, 2002. To: Renton City Hall City Clerk, Seventh Floor 1055 South Grady Way Renton, WA 98055 The undersigned hereby certifies that they have carefully examined the Contract Documents as defined in the General Conditions entitled "Gene Coulon Memorial Beach Park Play Area Improvements," Renton, WA and have examined the site of the work and the locations where said work is to be done, and fully understands the manner in which payment is proposed to be made for the cost thereof, hereby proposes to furnish all materials /equipment and to perform all labor which may be required to complete said work within the time fixed, and upon the terms and conditions provided in said Contract Documents for consideration of the following amounts: A. LUMP SUM BID: 1. BASE BID: For all work shown in the VContr, Documents excluding applicable taxes, the sum Amount in writing Oa IM Sly J ) Amount in number 2. APPLICABLE TAXES: Applicable to or all wor own in A. 1. aboveo sum of: Amount in writing dollars ($ � Amount in number 2002-181aa 00310 PAGE 1 'NE COULON MEMORIAL BEACH PAR,,,r,,oLAY AREA IMPROVEMENTS BID FORM SECTION 00310 E. PERIOD OF BID VALIDITY/ACCEPTANCE OF BID A. BID VALIDITY The undersigned hereby agrees that this BID as described in paragraph "A "shall be valid and firm offerings for the period of forty-five (45) days from closing time for the 'Receipt Of Bids." B. BID ACCEPTANCE Acceptance of Bid: Within forty-five (45) days after the opening of Form Of Proposal, the City will act either to accept the Proposal from the lowest responsive, responsible Bidder, or to reject all Bids. The City reserves the right to request extensions of such Bid acceptance period. The acceptance of a Bid will be evidenced by a written Notice'of Intent to Award Contract to the Bidder whose Bid is under consideration for acceptance, together with a request to furnish a bond, evidence of insurance to execute the agreement set forth in the Contract Documents, and other designated documents. F. EXECUTION OF CONTRACT A. If written "Notice'of Intent to Award Contract" is mailed, telegraphed, facsimile, or delivered to the undersigned within the "period of Bid Validity" noted above, or any time thereafter before this Bid is withdrawn, the undersigned will, within ten (10) days after the date of such notification, execute a Contract in the form of the AIA Document A101 "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR- STIPULATED SUM", 1997 edition. B. If the business is a Corporation, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by Corporation by-laws, a copy of the by-laws, shall be furnished to the City and made a part of the contract document. If the business is a partnership, full name of each partner should be listed, followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an Individual Proprietorship, the name of the owner should appear, followed by d/b/a and the name of company. G. TIME FOR COMPLETION The undersigned hereby agrees to "FINAL COMPLETION" of all Work outlined in the Contract Documents within forty-five (45) calendar days after receipt of Notice to Proceed. H. LIQUIDATED DAMAGES A. If the Contractor fails to complete the Work by the FINAL COMPLETION DATE (or such extension of that date which might be granted by the Owner), he agrees to abide by all provisions of the Contract including Section 01700 — Project Administration and Closeout. In addition, Liquidated Damages in the amount of Fifty Dollars ($ 50.00) will be assessed for each calendar day that the Contractor exceeds the "FINAL COMPLETION DATE." 2002-181aa 00310 PAGE 3 �,=NE COULON MEMORIAL BEACH PAF LAY AREA IMPROVEMENTS Noe BID FORM SECTION 00310 K. ENCLOSURES PROVIDED BY CONTRACTOR A. The Contractor shall provide the following enclosure with this Form of Proposal: 1. Non-Collusion Affidavit (located in this Specification Section 00400). 2. Assignment of Antitrust Claims To Purchaser (located in this Specification Section 00400). 3. Minimum Wage Affidavit Form, (located in this Specification Section 00400). 4. Statement of Bidder's Qualifications (located in this Specification Section 00420). 5. Bid Bond Form, ( located in this Specification Section 00500). END OF BID FORM 2002-181aa 00310 PAGE 5 GENE COULON MEMORIAL BEACH PAP'S PLAY AREA IMPROVEMENTS NON-COLLUSION AFF,,.0AVIT/MINIMUM WAGE FORM SECTION 00400 NON-COLLUSION AFFIDAVIT Being duly swom,deposes and says,that he is the identical person who submitted the forgoing proposal or bid,and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named,and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid,or any other person or corporation to refrain from bidding,and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over the other Bidder or Bidders. AND CERTIFICATION RE:ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually bome by the purchaser. Therefor,vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from anti-trust violations commencing after the date of the bid,quotation,or other event establishing the price under this order or contract. In addition,vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1,the undersigned,having been duly swom,deposed,say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer,workman,or mechanic employed in the performance of such work;not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract:that I have read the above and foregoing statement and certificate,know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON-COLLUSION AFFIDAVIT,ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT: GENE COULON MEMORIAL BEACH PARK PLAY AREA IMPROVEMENTS Name of Bidders Finn Representative of Bidder Subscribed and sworn to before me on this day of 12002. A_N1 HUCKER Notary Public iriand for the State of Washington NOTARY PUBM Residing at: STATE OF WASHINGTON '•�ONVOISSION EXPIRES ;„T 21:? 2003 —•� END OF SECTION 2002-181aa 00400 PAGE 1