No preview available
HomeMy WebLinkAboutContract CAG-07-189 -1 Document A101TM - 1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the )-04"h day of r t in the year of 2008. (In words, indicate day,month and year) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name,address and other information) completion.The author may also have revised the text of the original City of Renton AIA standard form.An Additions and 1055 S.Grady Way, Deletions Report that notes added Renton,WA 98057 information as well as revisions to the standard form text is available from the author and should be and the Contractor reviewed.A vertical line in the left (Name,address and other information) margin of this document indicates where the author has added Evergreen Landscape&Construction,Inc. necessary information and where 3517 177 'Pl.SW the author has added to or deleted Lynnwood,WA 98037 from the original AIA text. This document has important legal The Project is: consequences. Consultation with an (Name and location) attorney is encouraged with respect to its completion or modification. I Burnett Linear Park City of Renton AIA Document A201-1997,General y Conditions of the Contract for Construction,is adopted in this The Architect is: document by reference. Do not use (Name,address and other information) with other general conditions unless this document is modified. MacLeod Reekord 231 Summit Ave.East This document has been approved Seattle,WA 98102 and endorsed by The Associated General Contractors of America. The Owner and Contractor agree as follows. Init. AIA Document A101 TM—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA` Document is protected by U.S.Copyright Law and International Treaties. 1 Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will / prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02114/2008 under Order No.1 000292551_I which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents 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 Documents,other than Modifications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION §3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) The commencement 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: §3.2 The Contract Time shall be measured from the date of commencement. §3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 120 days from the date of commencement,or as follows: (Insert number of calendar days.Alternatively,a calendar date may be used when coordinated with the date of commencement.` Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion of certain portions of the Work.) Portion of Work Substantial Completion Date I 120 calendar days from Notice to Proceed subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) $500.00 ARTICLE 4 CONTRACT SUM §4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract.The Contract Sum shall be Two Hundred Twenty-eight Thousand,Three Hundred and Sixty-three Dollars and Thirty Cents ($228,363.30),subject to additions and deductions as provided in the Contract Documents. §4.2 The Contract Sum is based upon the following alternates,if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates.If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement,attach a schedule of such other alternates showing the amount for each and the date when that amount expires) Init. AIA Document A101 TM—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA'` Document is protected by U.S.Copyright Law and International Treaties. .2 Unauthorized reproduction or distribution of this AIA'`Document,or any portion of it,may result in severe civil and criminal penalties,and will be / prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) Additive Alternate No. 1 -Additional groundcover Additive Alternate No.2-Additional concrete sidewalk §4.3 Unit prices,if any,are as follows: Description Units Price($0.00) None ARTICLE 5 PAYMENTS §5.1 PROGRESS PAYMENTS §5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. §5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: §5.1.3 The City of Renton operates on a two-week cycle according to the 2008 Accounts Payable Calendar,a copy of which shall be provided to the Contractor. Applications for Payment must be received by the Owner,a minimum of one week prior to any Purchase Order cut-off date to be processed in that run.5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule,unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. (Paragraphs deleted) §5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. §5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of Five percent ( 5.00%).Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Section 7.3.8 of AIA Document A201-1997; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of Five percent (5.00% ); .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 Section 9.5 of AIA Document A201-1997. §5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: Init. AIA Document A101TM—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA''' Document is protected by U.S.Copyright Law and International Treaties. 3 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties..and will be / prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) vow +or' .1 Add,upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the full amount of the Contract Sum,less such amounts as the Architect shall determine for incomplete Work,retainage applicable to such work and unsettled claims;and (Section 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .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 Section 9.10.3 of AIA Document A201-1997. §5.1.8 Reduction or limitation of retainage,if any,shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) §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 Section 12.2.2 of AIA Document A201-1997,and to satisfy other requirements, if any,which extend beyond final payment;and .2 final Certificate for Payment has been issued by the Architect. .3 City Council accepts project as complete and final payment will be made when the State Revenue Department and Department of Labor and Industry have filed releases,the statutory retainage period has run without claims,or the claims against retainage have been released,fully litigated or bonded. §5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: ARTICLE 6 TERMINATION OR SUSPENSION §6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997. §6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS §7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 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 of interest agreed upon,if any.) ( )per annum Init. AIA Document A101 Tr—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA`' Document is protected by U.S.Copyright Law and international Treaties. 4 Unauthorized reproduction or distribution of this AIA" Document,or any portion of It,may result in severe civil and criminal penalties,and will be, t prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications,and also regarding requirements such as written disclosures or waivers.) §7.3 The Owner's representative is: (Name,address and other information) Todd`Black City of Renton 1055 South Grady Way Renton,WA 98057 Telephone Number: 425-430-6571 Fax Number: '425-430-6603 §7.4 The Contractor's representative is: (Name,address and other information) Mike Dhillon Evergreen Landscape&Construction,Inc. 3517—177h Place S.W. Lynnwood,WA 98037 §7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. §7.6 Other provisions: ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS §8.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated as follows: §8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A 101-1997. §8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction,AIA Document A201-1997. §8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated November 09,2007,and are as follows Document Title Pages Project Manual Burnett Linear Park,Phase 2 Complete Manual §8.1A The Specifications are those contained in the Project Manual dated as in Section 8.1.3,and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Title of Specifications exhibit: Init. AIA Document A701 TM—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this AIA'T Document,or any portion of it,may result in severe civil and criminal penalties,and will be, / prosecuted to the maximum extent passible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) Soo, (Rows deleted) §8.1.5 The Drawings are as follows,and are dated November 09,2007 unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date Cover sheet 11/9/07 CI Survey 5/7/07 Ll Sedimentation Control and 11/9/07 Demolition Plan L2 Layout Plan 11/9/07 L3 Grading and Drainage Plan 11/9/07 IA Planting Plan and Schedule 11/9/07 L5 Irrigation Plan 11/9/07 L6 Irrigation Legend,Notes and 11/9/07 Details D1 &D2 Site Details 11/9/07 D3 Planting Details 11/9/07 §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 of the Contract Documents.AIA Document A201- 1997provides that bidding requirements such as advertisement or invitation to bid,Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies,o hich one is to be de ivered to the Contractor,one to the Architect for use in the administration of the ContractVny the remainder t e Owner. OWNER(Signature) CO TRAC 0 (Signature) Denis Law,Mayor Mike Dhillon,President (Printed name and title) (Printed name and title) `ATTEST(Signature_ Michele Neumann; Deputy Clerk Init. AIA Document A101 TM—1997.Copyright©1915,1918,1925,1.937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNIN&This AIA` Document is protected by U.S.Copyright taut and International Treaties, 6 Unauthorized reproduction or distribution of this AIA"Document,or any portion of it,may result in severe cavil and criminal penalties,and will be / prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02114/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) Additions and Deletions Report for AIA®Document A 101 TM— 1997 This Additions and Deletions Report,as defined on page 1 of the associated document,reproduces below all text the author has added to the standard form AIA document in order to complete it,as well as any text the author may have added to or deleted from the original AIA text.Added text is shown underlined.Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document.This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 11:46:02 on 02/14/2008. PAGE AGREEMENT made as of the 9� day of in the year of 2008. 'City of Renton 1055 S.Grady Way Renton,WA 98057 Evergreen Landscape&Construction.Inc. 3517 177"'Pl.SW Lynnwood,WA 98037 Burnett Linear Park City of Renton MacLeod Reckord 231 Summit Ave.East Seattle WA 98102 RAGE 2 The commencement date will be fixed in a notice to proceed. §3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 120 days from the date of commencement,or as follows: 120 calendar days from Notice to Proceed ',500.00 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract.The Contract Sum shall be Two Hundred Twenty-eight Thousand,Three Hundred and Sixty-three Dollars and Thirty Cents ($228;363.30),subject to additions and deductions as provided in the Contract Documents. PAGE 3 Additive Alternate;No. 1 -Additional groundcover Additive Alternate No.2-Additional concrete sidewalk None §5.1.3 The City of Renton operates on a two-week cycle according to the 2008 Accounts Payable Calendar,a copy of which shall be provided to the Contractor. Applications for Payment must be received by the Owner,a minimum Additions and Deletions Report for AIA Document A101T°—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987, 1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA* Docurnent is protected by U.S.Copyright Law and 1 International Treaties.Unauthorized reproduction or distribution of this AIA.°Document,or any portion of it,may result in severe civil and criminal penalfles.and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) 14000 *4W of one week prior to any Purchase Order cut-off date to be processed in that run.5.1.4§5.1.3 Pr-Ewided that an Applieatian fef Payment is f;eeeiiii,ed by the Ar-ehiteet fiet later-than the day of a menth,the Owner-shall Fflake paymew to the Contraeller-not later than the day of the month.if an Applioation for Payment is reeeived by .4-re-b-iteet after.the applieation date F4*ed above,payment sh-all be,ffi-ad-e- by the Owner not later than days- after-the A r-ehiteet reeeiN,es the Application for Payf„efif §-544-Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work.The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule,unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of Five percent ( 5.00010),Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Section 7.3.8 of AIA Document A201-1997; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of f-Five percent (5.00% ); PAGE 4 2 a final Certificate for Payment has been issued by the Architect. .3 City Council accepts project as complete and final payment will be made when the State Revenue Department and Department of Labor and Industry have filed releases,the statutory retainage period has run without claims,or the claims against retainage have been released,fully litigated or bonded. ( )`per annum PAGE 5 Todd Black City of Renton 1055 South Grady Way Renton,WA 98057' Telephone Number: 425-430-6571 Fax Number: 425-430-6603 Mikes Dhillon Evergreen Landscape&Construction,Inc. 3517- 177b Place S.W. Lynnwood,WA 98037 §8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated November 09 2007,and are as follows Project Manual Burnett Linear Park,Phase 2 Complete Manual Title of Specifications exhibit: Sestien Tithe Pages Additions and Deletions Report for AIA Document A101 TM—1997.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987, 1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This A10 Document is protected by U.S.Copyright Law and 2 International Treaties,Unauthorized reproduction or distribution of this AIA"Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) *WW '"e §8.1.5 The Drawings are as follows,and are dated November 09.2007 unless a different date is shown below: Cover sheet 11/9/07 C 1 S urvey 5107 L1 Sedimentation Control and 11/9/07 Demolition Plan L2 Layout Plan 11/9/07 L3 Grading and Drainage Plan 11/9/07 L4 Planting Plan and Schedule 11/9/07 L5 Irrigation Plan 11/9/07 L6 Irrigation Legend,Notes and 11/9/07 Details D1 &D2 Site Details 11/9/07 D3 Planting Details 11/9/07 Denis Law,Mayor Mike Dhi lon President ATTEST(Si natureo lhx'% Michele Neumann, Deputy Clerk Additions and Deletions Report for AIA Document A101 Tm—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987, 1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA"`Document is protected by U.S.Copyright Law and 3 international Treaties.Unauthorized reproduction or distribution of this AIA' Document,or any portion of ii,may result in severe civil and v0rninai penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:46:02 on 02/14/2008 under Order No.1000292551_1 which expires on 3/18/2008,and is not for resale. User Notes: (1580034554) BID SET 200 aw PROJECT MANUAL *M for BURNETT LINEAR PARK PHASE 2 WALKWAY, IRRIGATION AND PLANTING IMPROVEMENTS RENTON, WASHINGTON Owner: CITY OF RENTON COMMUNITY SERVICES ADMINISTRATION 1055 South Grady Way Renton, WA 98055 Todd Black, CIP Coordinator Ph: 425 43o 6571 Fx: 425 43o 6603 Landscape Architect: MacLeod Reckord 231 Summit Avenue East Seattle, WA 98102 Date: November 9, 2007 1 go BURNETT LINEAR PARK—PHASE 2 TABLE OF CONTENTS ow TITLE NUMBER OF PAGES dwTable Qf Contents............................................................................................................2 DIVISION 0— BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 1W O0[C2O ' ��/u/p��of Bidding ----.-------.----.1 00030 Invitation to Bhd-----------'-----.--.--------.-----. 1 ON 00040 Call for Bids—..---.-----.—.----...—..------'..--------1 00110 Bidder's Check List--.^------.---.---.'---^--------...1 00200 Instructions to Bidders--------------.—.--.--....'------4 va 00310 Bid Form--.'--------------------.---.—_------. 00400 Non-Collusion Affidavit/Minimum Wage Form.................................................1 00420 Statement of Bidder's Qualifications .................................................................2 00500 Bid Bond Form-----------.----_---_.--__--_—_._._. 00705 General Conditions.........................................................................................3S uupwv Supplementary General Conditions ..................................................................2 00810 Modifications to General Conditions..................................................................1 00900 Special Conditions............................................................................................3 00910 Bond to the City qf Renton Form....................................................................... 1 {]0920 Insurance & Related Requirements ..................................................................3 01010 Summary of Work __________.___.________________.. 01015 Special Provisions ............................................................................................7 01025 Measurement and Payment---------------------.----..3 w� 01027 Application for Payment--.--------'---^—.-----------.. 1 O1O2B �rd�ro �^mmmQe ---'--'-------------.------------..3 01050 Regulatory Requirements—.---.—.—.------.---'''--------. 01200 Meetings------.------------------'------'----' 01300 Submittals --'-------------------------'------.�3 01340 Shop Drawings, Product Data, & Samples........................................................1 01370 Schedule of Vakues-----------------.--.-----------1 -- 01400 Quality Control.................................................................................................. 1 01430 Inspections @kTests ----.-----------..----------.---2 01500 Construction Facilities, Utilities, and Temporary Controls .................................2 01580 Environmental Controls —.--------.—.-----------------5 01570 Traffic Regulation--------------.---------.------.—. 01630 Product Substitutions'----------.—'----------------'.4 01700 Project Close-Out.............................................................................................5 DIVISION 2—TECHNICAL SPECIFICATIONS 02200 Site Preparation--------.^--^--------4 02308 Earthwork --'-------'—''----------'-------------.�7 02630 Site Drainage-----------------.-----.—'—.~---'---4 02740 ��oUcFeteP8Ve�lentand ��nJshed��c@n�e Surfacing-----..--..3 02768 PaK/e[OentK�ad�nQ'--------------------.. --'.-----..i _ TABLE OFCONTENTS PAGE 1 B'URNETT LINEAR PARK—PHASE 2 TABLE OF CONTENTS 02810 Irrigation ............_..........................................................................._..........._......8 , + 02820 Temporary Chain Link Fencing.........................................................................2 02870 Site Furnishings................................................................................................4 02900 Planting ..........................................................................................................10 DIVISION 3—TECHNICAL SPECIFICATIONS 03100 Site Concrete Formwork._...... ......5 03200 Site Concrete Reinforcement. ............................................... .....................3 03300 Site Cast-in-Place Concrete.................._............. ................... ....,..... ...............`8 PREVAILING WAGES END OF TABLE OF CONTENTS rr .r� �r TABLE OF CONTENTS PAGE 2 L L L DIVISION 0 l L t l L L L L f, L L L B'URNETT LINEAR'PARK— PHASE 2 SYNOPSIS OF BIDDING INFORMATION SECTION 00020 1. PROJECT: Burnett Linear Park—Phase'2 Walkway,Irrigation and Planting Improvements Burnett Avenue South between South 6u'Street and South 7"'Street Renton, WA 98055 1. 2. OWNER: City of Renton 1055<South Grady Way Renton, WA 98057 4W 3. OWNERS REPRESENTATIVE: Todd Black,Capital Project Coordinator Parks Division of Community Services VW Renton City Hall 1055 South Grady Way Renton, WA 98057 w.. 4. BIDS DUE: November 30,2007 Renton City Hall-Seventh Floor—'City Clerk's Office r. 5. TENTATIVE SCHEDULE OF WORK: The following dates represent the tentative schedule for the Work to be rr performed under this contract: Plans Available for Bidding November 9,2007 Pre-Bid Site Walk-Thru November 16,2007 at 2:00 PM Bids Due by 2:30 p.m. November 30, 2007 Commence Construction Work After City Council has approved contract and allotice to Proceed is issued. 6. TIME OF CONSTRUCTION: Total Project: 120 days. Liquidated Damages: $500./day after 120 days. 7. BID SECURITY: A certified check or bid bond in the amount of 5%of the total amount of each bid must accompany each bid. 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. wr END OF SECTION VW 00020-1 up BURNETT LINEAR PARK—PHASE 2 INVITATION TO BID SECTION 00030 r. CITY OF RENTON COMMUNITY SERVICES— PARKS DIVISION BUR'NETT LINEAR PARK— PHASE 2 .. WALKWAY, IRRIGATION AND PLANTING IMPROVEMENTS Sealed bids will be received until 2:30 p.m., 'November 30, 2007, at the City Clerk's office, 7 floor, �.. and will be opened and publicly read in the fifth floor conference room,#521, of Renton City:Hall, 1055 South Grady Way, Renton, WA 98055,for the Burnett Linear Park—'Phase 2. Bids received after the specified date and time will not be considered. The work under this Contract includes: Temporary erosion and sedimentation control; sod stripping and demolition of miscellaneous site improvements, curbs and pavements; earthwork; drainage; concrete walls and curbs; temporary chain link fence and gate; paving, including asphaltic concrete patching, poured in place concrete; irrigation, topsoil and planting; site furnishings including handrails, benches, picnic tables and trash receptacles, park signs; and plastic crosswalk striping. 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 range for the estimated construction cost is $175,000.00 to$220,000.00, including tax. r Bid documents will be available November 9, 2007. ,Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www/bxwa.com. Click on "bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in corder to receive automatic email notification of future addenda and to be placed on the"Bidders List." Questions about the project shall be addressed to Ed MacLeod, MacLeod Reckord, 231 Summit Avenue East, Seattle, WA 98102, Phone: (206) 323-7919, Fax: (206) 323-.9242. A pre-bid site walk-through will be held on November 16, 2007 at 2:00 PM, at the site. Each w bidder is fully responsible for familiarizing themselves 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 to 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. +w 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. r END OF SECTION r 00030 PAGE 1 �r CITY OF RENTON CAG-07-189 CALL FOR BIDS Burnett Linear Park, Phase iI Sealed bids wfll be received until 2:30 p.m.,Friday,November 30,2007 at the City Clerk's office,71 floor,and will be opened and publicly read in the ft floor conference room,#519,of Renton City Hall,1055 South GradyWay,Renton,WA 98055,for the Bume#Linear Park,Phase If prioject,'located on Burnett Ave.South,between South 6t Street and South 7th Street,Renton,Washington.Bids received after the specified date and time will not be considered. The work,to be performed within 120 calendar days from the date of commencement under this contract shall Include,but not be limited to: Renovation of an existing park including:demolition;site preparation;earthwork;low concrete walls and pavement;picnic table relocation,irrigation;topsoil;hydroseedkrg;and landscape.planting. .�. The estimated base bid construction cost is$200,000 to$230,000,including tax. ` Bid documents will be available Friday,November 9,2007.Plans,specifications,addenda,and plan holders list for this project are available on-line through Builders Exchange of Washington,Inc.,at httaJ/www.bxwa.com.Click on"bxwa.com", "Posted Projects',"Public Projects","City of Renton',"Projects Bidding".(Note:Bidders are encouraged to'Register a Bidder",in order to receive automatic a-mall notification of future addenda and to be placed on the"Bidders Ust'.Questions about the project shall be addressed to Todd Black,City of Renton,Community Services,1055 South Grady Way,Fifth Floor,Renton,WA 98057,phone(425)430-6571,fax(425)430=6603,e-mail tblackft.renton.wa.us. A pre-bid site walk-through will be held on Friday,November 16,2007 at 2:00 p.m.at the site.Each bidder is fully rw responsible for familiarizing themselves with the work and the site conditions. A Bid Bond in the amount of 50/6 of the total amount of each bid must accompany each bid.The City reserves the right to reject any and all bids and to waive any informalldes or irregularities in bids received.The City's Fair Practices and Non- ,,, Discrimination policies and State Prevailing Wage Rates apply to this project. Bids shall be in a sealed envelope marked"BURNETT LINEAR PARK,PHASE Ill. ,.. Bonnie Walton,City Cleric Published: Daily Journal of Commence November 7 and 9,2007. r .. ? ' BURNETT LINEAR'PARK—PHASE 2 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: M. 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. Certified Check or Bid Bond In the amount of 5% of the total of each bid. END OF SECTION rw wr aw w .w 00110-1 BURNETT LINEAR PARK—PHASE 2 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 MW 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 one hundred V"(112 ) calendar days will be allowed for the construction portion of this project. 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 two (2) 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. 00200-1 wrr BURNETT LINEAR PARK—PHASE 2 + 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 W 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 or her address, and the name: "Burnett Linear Park—Phase 2" 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 Seventh Floor, City'Clerk's Office, Renton City Hall, 1055 South Grady Way. Bid opening will occur at 2:30 PM in Room 519. Bids will be received until 2:30 pm,November 30,2007. D. No telegraphic or fax modifications will be allowed. 40 7. 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 investigation of such bidder fails to satisfy the Owner that the Contractor is properly qualified to complete work of the highest quality. 00200 -2 �rw No BURNETT LINEAR PARK—PHASE 2 INSTRUCTIONS TO BIDDERS SECTION 00200 .. 8. POST BID INFORMATION AND DOCUMENT SUBMITTAL .. A. 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 A 101. Sample document is provided for convience at the end of this Section. • 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. 1W B. 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. 9. 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. 10. TIME OF CONSTRUCTION After the designated date of Start of Work, the Contractor shall proceed with promptness and diligence. The Contractor has one hundred twenty (12) calendar days to complete the construction work. All work shall be physically complete within one hundred twenty(120) days of Notice to Proceed, unless otherwise notified by Owner. 11. LIQUIDATED DAMAGES For each calendar day after date established by the above allowed time that any portion of raw the work remains incomplete (in the City's sole judgment), the sum of Five Hundred Dollars ($500.00) (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. 12. CHANGE ORDER aw 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%o 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. 00200-3 .r. BURNETT LINEAR PARK-PHASE 2 to INSTRUCTIONS TO BIDDERS SECTION 00200 1 13. 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. 14. 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 materials in connection with this contract, as specified in the'General Conditions included herein. The surety on such bond or bonds shall be duly authorized by a surety company satisfactory to the Owner. 15. 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. 16. EQUAL OPPORTUNITY EMPLOYER The City of Renton is an Equal Opportunity Employer. END OF SECTION .ir rrr 00200 -4 wr DRA AIA Document - e t A101 :1..997 Standard Form of Agreement Between Omer and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the=day of in the year of +�► (In words, indicate day, month and year) BETWEEN the Owner: Th au=information s document wr (Name, address and other information) ha ad ne ed for its completion. The author may also have sed the text of the or: ginal AM s andard form. ON An Addition3 aid Deletions Re ort that no es added in ormation as well as and the Contractor: re 'sions t the standard (Name, address and other information) fo at us the author and should be This document has impo legal consequenc Consultatio h an attor s e ur ged with The Project is: ect t s om letion (Name and location) or ication �r Docum 2(1- 997, Genera nditi. ns f the Contractrfor struc is adopted in t umen by reference. Do not us The Architect is: with other general c ltons less th` (Name, address and other information) oc s dif' d. h' docume 't s n ap roved an en rsed 'by Th Associa ed eneral Co tractors of America. The Owner and Contractor agree as follows. ow r ELECTRONIC COPYING of any r portion of this Ale Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A101°- 1997. Copyright 0.1915, 1918, 3925, 1937, 1951, 1956, 1961, 1963, 1967, 1974, 1977, 1987, 1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Docunant in protected by U.B. Copyright Law and International Treaties. Unauthorized.reproduction or distribution of this AW Document, or any portion of it, may result in severe civil and criminal 1 penalties, and will be;prosecuted to the maximum extent possible under the law. This draft was produced by.AIA software at 14:11:56 on 10/26/2007 under Order No.1000292551_1 which expires on 3/18/2.008, and is not for resale. User Notes: (3449177331) Msu ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents 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 Contras sents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,repi esei tations or agreements,either written or oral.An enumeration of the Contract Documents,other than P lod fications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except t th extent specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION §3.1 The date of commencement of the Work shall be the date of this Agreement unless a rent date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owi er. (Insert the date of commencement if it diers from the date of this Agreement or, if applicai Ple, tate that i he ate will be fixed in a notice to proceed) If,prior to the commencement of the Work,the Owner requires time to file mortgages,me security interests,the Owner's time requirement shall be as follows: §3.2 The Contract Time shall be measured from the date of commencement. §3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than d om the dal,-o commencement,or as follows: (Insert number of calendar days.Alternatively, a calendar date may be used when coordinated wit date o commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier tial Completion of certain portions of the Work) ow Portion ofWork Substantial'Corn letion tD No subject to adjustments of this Contract Time as provided in the Contract Docu +nr (Insert provisions, if any,for liquidated damages relating to failure to complete onus pay en` for early completion of the Work) ARTICLE 4 CONTRACT SUM §4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor' rformance of the rrr Contract.The Contract Sum shall be 0 ($ ),>subject to additions and deductions as prov''ed a ontract Documents. §4.2 The Contract Sum is based upon the following alternates,if any,which are described Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alt of are to be made by the Owner subsequent to the execution of this Agreement,attach a schedule ofsuch other term es s owing a 1W amount for each and the date when that amount expires) AIA Document A101s' -1997. Copyright 6.1915, 1918, 192S, 1937,. 1951, 1958, 1961,1963, 1967, 1974,. 1977, 1987, .1991 and 1997 by The va .American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright.Low and-International Treaties. Unauthorized reproduction or distribution of this AIA! .Document, or any portion of it, may.result in severe civil and:criminal 2 penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:11:56 on 10/26/2001 under Order No.1000292551_1 which expires on 3/18/2008, and is not for resale. User Notes: (3449177331) WA rr+r §4.3 Unit prices,if any,are as follows: Descd ion Units Price $0.00 .ry ARTICLE 5 'PAYMENTS sw §'S.1 PROGRESS PAYMENTS §5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor g ld C&ftifizffeis For Payment issued by the Architect,the Owner shall make progress payments on account of tl e C Contractor as provided below and elsewhere in the Contract Documents. §5.1.2 The period covered by each Application for Payment shall be one calendar month er ding,on the last day of the month,or as follows: §5.1.3 Provided that an Application for Payment is received by the Architect not later than a day o a onth, tw the Owner shall make payment to the Contractor not later than the day of the n .If an A li 'on for Payment is received by the Architect after the application date fixed above,payment sh 11 made b the Owner not later than ( )days after the Architect receives the Application for Payment. .r §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 suppo by such data to substantiate its accuracy as the Architect may require. This schedule,unless objected to e Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. §5.1.5 Applications for Payment shall indicate the percentage of completion of each portio of ork as of e end of the period covered by the Application for Payment. §5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress payment shall wrr computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as d d by ow multiplying the percentage completion of each portion of the Work by the sh of the Con ct S allocated to that portion of the Work in the schedule of values,less retainage f g final determination of cost to the Owner of changes in the Work,amounts n i isputes 1 included as provided in Section 7.3.8 of ALA Document A201-1997; 4.. .2 Add that portion of the Contract Sum properly allocable to materials and eq ip ent deli ve d d suitably stored at the site for subsequent incorporation in the completed con on or ' p owed iur in advance by the Owner,suitably stored off the site at a location agree in writing),'Less retainage of 0 ( ); .3 Subtract the aggregate of previous payments made by the Owner;and .-- ----�.. 4 .4 Subtract amounts,if any,for which the Architect has withheld or nullified a[he ifi or Paymen as provided in Section 9.5 ofAIA Document A201-1997. §.5.1.7 The progress.payment amount determined in accordance with Section 5.1.6 shall be er modified under the following circumstances: r• .1 Add,upon Substantial Completion of the Work,a sum sufficient increase o a paymen e full amount of the Contract Sum,less such amounts as the Architect shall d Work,retainage applicable to such work and unsettled claims;and UIS AIA'Docwrnt A101°- 1997. Copyright >O 1915, 1910, 1925, 1937, 1951, 1958,'1961., 1963, 1967, 1974, 1977, 1987, 1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This ALA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AW Document, or any'portion of it, may result in severe civil and criminal 3 penalties, and will be,prosecuted to the maximum extent possible under the law. This draft was:produced by AIA software at 14:11..56 on 10/26/2007 under Order No.1000292551 1 which expires on 3/18/2008, and is not for resale. User Notes: (3449177331) (Section 9.8.5 ofAL4 Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .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 Section 9.10.3 of AIA Document A201-1997. §5.1.8 Reduction or limitation of retainage,if any,shall be as follows: (If it is intended,prior to Substantial Completion of the entire World to reduce or limit the j eta ge resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained els .here in t e ontract Documents, insert here provisions for such reduction or limitation.) 111111 1 §5.1.9 Except with the Owner's prior approval,the Contractor shall not make advance poaMs 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 x iadi by the O e to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's r sp co Work as provided in Section 12.2.2 of AIA Document A201-1997,and to ' r ► if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by the Architect. §5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the ' ce o Architect's final Certificate for Payment,or as follows: ARTICLE 6 TERMINATION OR SUSPENSION §'6.1 The Contract may terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997. §6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Documen 01-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS §7.1 Where'reference is made in this Agreement to a provision of AIA Document A201-1 7 r another on t Document,the reference refers to that provision as amended or supplemented by other pro isi of the n ct Documents. §7.2 Payments due and unpaid under the Contract shall bear interest from the date paymen is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place v hete the Project is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act,similar state and 1' al onsumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the loc do of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with r pe t to deletions or modifications, and also regarding requirements such as written disclosures or waivers..) rrr §7.3 The Owner's representative is: (Name, address and other information) AIA Document A10101-.1997. Copyright m 1915, .1938, 1925, 1937, 1951 ;1958, 1961, 1963, .1967., 1974, 1977, 1987, 1991 and 1997 by The American Institute of Architects. All righta reserved. WARNING: This AIO Document is protected by U.B. Copyright Law and International 4 Treaties. Unauthorized reproduction or distribution of this Ales Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by.AIA.software at 19:11:56 on 10/26/2007 under Order No.1000292551_1 which expires on 3/18/2008, and is not for resale. User Notes: (3449177331) §7.4 The Contractor's representative is: (Name,address and other information) low ass §7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten ys ritten notice to the other party. V10 §7.6 Other<provisions: No ARTICLE'8 ENUMERATION OF CONTRACT DOCUMENTS §'8.1 The Contract Documents,except for Modifications issued after execution of this Afire m t,are en a ated as follows: WIN §8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A101-1997. No §'8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Cons n, Document A201-1997. ow §''8.1.3 The Supplementary and other Conditions of the Contract are those contained in the of anual date and areas follows Document Title Pages nr §8.1.4 The Specifications are those contained in the Project Manual dated as in Section 8.1.3, follows: r then list the,S ecj rcations here or re er to an exhibit attached to this A Bement. §8.1.5 The Drawings areas follows,and are dated § unless a different date is shown Belo list the Drawin s here or re er to an exhibit attached to this A Bement. ow §8.1.6 The Addenda,if any,are as follows: Number Date Pales �w Portions of Addenda relating to bidding requirements are not part of the Contract Documen le a idding requirements are also enumerated in this Article 8. .. §8.1.7 Other documents,if any,forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract,Docum is. ' L4 Document A201- 1997provides that bidding requirements such as advertisement or invitation to bid,Instru .o to Bidders,sample 00 forms and the Contractor's bid are not part of the Contract Documents unless enumerated this greemen. ey should be listed here only if intended to be part of the Contract Documents.) no AIA,Doomment A101M—:1997. Copyright 0 1915, 1918,'.1925, 1937, 1951,. 1958,. 1961, 1963, 1967, 1974, 1977, .1987,.1991 and'1997 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this ALAS Document, or any.portion of it, may result in severe civil and criminal 5 penalt es, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:11:.56 on 10/26/2007 under Order No.1000292551_1 which expires on 3/18/2008, and is not for resale. 'User Notes: 0001 x.(3449177331) This Agreement is entered into as of the day and year first written above and is executed in at,least three original copies,of which one is to be delivered to the Contractor,one to the Architect for use in the administration of the Contract,and the remainder to the Owner. OWNER(Signature) CONTRACTOR(Signature) (Printed name and title) (Printed name and title) so to 4W onaw as rrw AIA Document A101°— 1997. Copyright O 1915, 1918, 1925, 1937, 1951, 19S8, 1961, 1963, 1967, 1974, 1977,. 1987, 1991 and 1997byThe .American Institute of Architects. All rights reserved. WARNING: This AW .Document is protected by U.S. Copyright Law and International 6 .Treaties. Unauthorised reproduction or distribution of this Ave Document, or any portion of it, may result,in,severe civil and criminal :penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:11:.56 on 10/26/2007 under Order No.1000292551 1 which expires on 3/18/2008, and is not for.resale. (3499177331) User Notes: rr BURNETT LINEAR PARK—PHASE 2 BID FORM SECTION 00310 sw w FORM OF PROPOSAL ( BID ) for the 1W BURNETT LINEAR PARK— PHASE 2 WALKWAY, IRRIGATION AND PLANTING IMPROVEMENTS '•" Burnett Avenue South between South 6th Street and South 7th Street 616'West'Perimeter Road Renton,WA 98055 Bids Due:November 30, 2007 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 "Burnett Linear Park— Phase 2— Walkway, Irrigation and Planting 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 that may be required to complete said work within the time fixed, and upon the terms and conditions provided in said Contract Document for consideration of the following amounts. ww A. LUMP SUM BASE BID: .r 1. BASE BID: For all work shown in the Contract Documents except work identified as Additive Alternative#1 and Additive Alternative#2 excluding applicable taxes, the sum of: em Amount in writing 1W dollars ($ ) Amount in number rr 2. APPLICABLE TAXES: Applicable taxes for all work shown in A. 1,. above, the sum of: Amount in writing dollars ($ ) Amount in number Page 1 of 6 BURNETT LINEAR PARK—PHASE 2 rw BID FORM SECTION 00310 3. TOTAL BASE 'BID: For all work shown in the Contract Documents except work identified as Additive Alternative #1 and Additive Alternate #2, including A. 1. and A. 2. above, the total sum, including taxes, of: Amount in writing r dollars ($ ) Amount in number B. LUMP SUM ADDITIVE ALTERNATE BID: 1. ADDITIVE ALTERNATE#1 BID: For all work identified as Additive Alternate #1 in the Contract Documents except work identified as Base 'Bid and Additive Alternate #2 excluding applicable taxes, the sum of: Amount in writing . r dollars ($ Amount in number 2. APPLICABLE TAXES: Applicable taxes for all work shown in B. 1. above, the sum of: Amount in writing dollars ($ Amount in number 3. TOTAL ADDITIVE ALTERNATE#1 LUMP SUM BID: For all work identified as Additive Alternate #1 in the Contract Documents except work identified as Base Bid and Additive Alternative #2, including B. 1. and B. '2. above, the total sum, including taxes, of: Amount in writing dollars ($ ) Amount in number �r Page 2 of 6 �r BURNETT LINEAR PARK—PHASE 2 BID FORM SECTION 00310 C. LUMP SUM ADDITIVE ALTERNATE BID: 1. ADDITIVE ALTERNATE #2>'BID: �• For all work identified as Additive Alternate #2 in the Contract Documents except work identified as Base Bid and Additive Alternate #1 excluding applicable taxes, the sum of: r Amount in writing dollars ($ Amount in number 2. APPLICABLE'TAXES: Applicable taxes for all work shown in B. 1. above, the sum of: Amount in writing •• dollars ($ Amount in number 3. TOTAL ADDITIVE ALTERNATE#2 LUMP SUM BID: e�w For all work identified as Additive Alternate #2 in the Contract Documents except work identified as Base Bid and Additive Alternative #1, including B. '1. and B. 2. above, the total sum, including taxes, of: Amount in writing dollars ($_ The undersigned understands that: ••r a. The Total Base Bid and Additive Alternate Bids include overhead and profit. b. The Total Base Bid and Additive Alternate Bids include Washington State Sales tax. c. The Construction Work shall be completed within (120) 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. 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 Page 3 of 6 BURNETT LINEAR PARK—<PHASE 2 BID FORM SECTION 00310 D. 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 go E. CONDITIONS OF PROPOSAL: 40 1. D'ETERMINATI'ON OF THE LOW B'IDDE'R: The owner reserves the right to 'Award a Contract' to the qualified Contractor qtr submitting the lowest bid within the funds available for work included in the Total Base Bid and any Additive Alternate the Owner chooses to accept and in whatever manner is in the Owner's best interest. ow F. PERIOD OF BID VALIDITY/ACCEPTANCE OF BID ws 1. BID VALIDITY The undersigned hereby agrees that this BID as described in paragraphs "A" and "B" shall be valid and firm offerings for the period of forty-five (45) days from closing time for the "Receipt Of Bids." 2. 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. G. EXECUTION OF CONTRACT 1. 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. Page 4 of 6 aw BURNETT LINEAR PARK-PHASE 2 BID FORM SECTION 00310 ow aw 2. ff 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 V 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. H. TIME FOR COMPLETION 1. The undersigned hereby agrees to "FINAL COMPLETION" of all Work outlined in the Contract Documents within one hundred twenty (120) calendar days after receipt of Notice to Proceed. '■' I. LIQUIDATED DAMAGES 1. 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 Five Hundred Dollars ($500.00)will be assessed for each calendar day that the Contractor exceeds the "FINAL COMPLETION.DATE." ap J. ADDENDUM RECEIPT 1. Receipt of the following "ADDENDA" to the CONTRACT DOCUMENTS is UW acknowledged: Addendum No. Date .r Addendum No. Date Addendum No. Date r K. EXECUTION OF PROPOSAL Name of Firm State License Registration No. "W Address an City State Zip Code Telephone ( ) FAX AW Page 5 of 6 BURNETT LINEAR PARK—PHASE 2 BID FORM SECTION 00310 w 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. err NOTE: If a'Bidder is a corporation, write state of incorporation; and if a,partnership, give full names and addresses of all partners below: at 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. .�r Date Signature Signed Printed Title L. ENCLOSURES PROVIDED BY CONTRACTOR 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 Page 6 of'6 �r BURNETT LINEAR PARK—'PHASE 2 NON-COLLUSION AFFIDAVIT/MINIMUM WAGE FORM SECTION 00400 NON-COLLUSION AFFIDAVIT Being duly swom,deposes and says,that he 1s 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 sw 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. VW 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 l 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: .. r Name of Bidders firm rrr Signature of Authorized Representative of Bidder Subscribed and swom to before me on this day of . 2007. ..r Notary Public in and for the State of Washington Residing at: END OF SECTION r 00400 aw PAGE 1 BURNETT!LINEAR PARK—PHASE,2 STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 MW STATEMENT OF BIDDERS QUALIFICATIONS Name of Contractor..........................................................................._.........................._....,............_........_......... Address: ........................._..........................._._..........._....................................................................... . . .................................. PhoneNumber: .................................................. Fax: ................................................. .. Washington State Department of Labor and Industries Workmen's Compensation Account No.: .r Washington State Department of Licenses Contractor's Registration No..................................................................................................................................................... Expiration Date: ......................... ow 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: ......................................_......................................... ar► Gross dollar amount of contracts not completed: .......................................................................... .. Type of work generally performed by contractor: ............. .W 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: 1 Bid Contact& Year Project Name Agency Phone No. Completed Amount Im .................................... ....................................... ................................ ................. ................... .40 ow err . 00420 .. PAGE 1 BURNETT LINEAR PARK—PHASE 2 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: ....... .... ................................_...... err ..........................................................._.........................................................................................._.... ...................... ..._........................................... ............................................................................... wr BankReferences:........................................................................................ Have you<changed bonding companies within the last three years................................................... If so,why? (Optional): ......................................................... 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: ..........................................................................................................._...._.........._.. .................................................................................................................................................. ....... Dispositionof case, if settled: ....._.........................................................................._................._......... Name of Superintendent to be used on the project and how long with your company:..................... ........................._................................................................................................................................. Bidder: ............................................................................................. (Printed Name of Bidder) By: ..... .................................................. ...................................... (Signature of Authorized Official) �r Title: ................................................................................................ END OF SECTION 00420 PAGE 2 or BURNETT'LINEAR PARK-PHASE 2 BID'BO'ND FORM SECTION 00500 aw Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the No amount of'$ , which amount is not less than five percent of the total bid. AW 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 r 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. aw SIGNED, SEALED AND DATED THIS DAY OF , 20_ Principal Surety Received return of deposit in the sum of$ END OF SECTION 00500 PAGE 1 aw BURNETT LINEAR PARK—PHASE 2 GENERAL CONDITIONS SECTION 00705 Im 1.. GENERAL CONDITIONS OF THE CONTRACT so 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 "W 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. ow END OF SECTION VW "GENERAL CONDITIONS of the CONTRACT for CONSTRUCTION," PAGES 1-39 FOLLOW THIS SECTION VIII' 00705 PAGE 1 r VIP ' AIA Document A201"" 1997 sm General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address): blank documents aw THE OWNER: (Name and address): ADDITIONS AND DELETIONS-. 1W author of this document has added information needed for its completion.The author may also have revised the text of the wr fiHE ARCHITECT: original AIA standard form.An (Name and address): Additions and Deletions Reporl that notes added Information as w well as revisions to the standard form text is available from the author and should be reviewed. TABLE OF ARTICLES A vertical line in the left margin of ar this document indicates where 1 GENERAL PROVISIONS the author has added necessary information and where the author rr 2 OWNER has added to or deleted from the >original AtA text. 3 CONTRACTOR This document has important legal consequences. �++ 4 ADMINISTRATION OF THE CONTRACT Consultation with an attorney encouraged is to 5 SUBCONTRACTORS its comp etiio or modification. S CONMUCTIONtY OWNER OR BY SEPARATE CONTRACTORS This document has been approved and endorsed by The Associated General'Contractors 7 CHANGES IN THE WORK Associated America 6 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY N 11 IN-SURAMOE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCLLLANEOUS`PROVISIONS 14 TZRMINATION OR SUSPENSION OF THE CONTRACT AIA Document A201 TM—1997.Copyright 0 1911,1915,1918,1925,1937 1851,1958,1 961,1963,1966,1967,1970,1876,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AtA"f Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of It,may result in severe civil and criminal penalties,and will be rrr prosecuted to the maximum extent possible under the law. This document was produced by ALA software at 15:oa:o4 on oai1 amm under Order No.1000117582_I which expires on 5/10/2005,and is not for resale. User Notes: raFtoaaarom No INDEX 3.1.3,4.2,4.3.4,4.4,9.4,'9.5 ` (Numbers and Topics in Bold are Section Headings) .Architect's Approvals 2.4,3.1.3,3.5.1,3.10.2,4.2.7 Acceptance of Nonconforming Work Architect's Authority to Reject Work wr9t 9.6:6,9.9.3,12.3 3.5:1,4.2.6, 12.1.2, 12.2.1 Acceptance of Work Architect's Copyright 9.6.6,9.8.2,9.9.3,'9.10.1,9.10.3, 12.3 1.6 Aacess'to Work Architect's Decisions 3.16,6.2.1,12.1 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1,4.4.5, :Accident Prevention 4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2,9.4, 4.2.3,10 9.5.1,9.8.4,9.9.1, 13.5.2, 14.2.2,'14.2.4 Acts and Omissions Architect's Inspections 3.2,3.3.2,3.128,3.18,4.2.3,4.3.8,4.4.1,'8.3.1, 4.2.2,4.2.9,4.3.4,9.4.2,9.8.3,9.9.2,9.10.1, 13.5 9.5.1, 10.2.5, 13.4.2, 13.7, 14.1 Architect's Instructions Addenda 3.2.3,3.3.1,4.2.6,4.2.7,4.2.8,7.4.1, 12.1, 13.5.2 wr1F 1.1.1,,3.11 Architect's Interpretations Additional Costs,Claims for 4.2.11,4.2.12,4.3.6 4.3.4,4.3.5,43 0;,6.1.1,10.3 Architect's Project Representative aw Additional Inspections acid Testing 4.2.10 9:8.3, i-2.2.11,15- .5. Architect's Relationship with Contractor Additional Time,, Cis for 1.1.2, 1.6,3.1.3,3.2.1,3.2.2, 3.2.3,3.3.1,3.4.2,3.5.1, 4:3.4,4,17.8.32 3.7.3,3.10,3.11,3.12,3.16,3.18,4.1.2,4.1.3,4.2, 1 AI)MIWSTRAITON OFWE CONTRACT 4.3.4,4.4.1,4.4.7,5.2,6.2.2,7,8.3.1,9.2,9.3,9.4, 3.1.3,4,9.4,9:5 9.5,9.7,9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, Advertisement or Invitation to Bid 13.4.2, 13.5 1.1.1 Architect's Relationship with Subcontractors @0 Aesthedc 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 40 3X Architect's Site Visits All-dsk Insurence 4.2.2,4.2.5,4.2.9,4.3.4,9.4.2,9.5.1,9.9.2,9.10.1, 11.4.1.1 13.5 46 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, 144.3 Attorneys' Fees Approvals 3.18.1,9.10.2, 10.3.3 2.4,3.1.3,3.5,3.10.2,3.12,4;,2.772 9.3.2, 13.4.2, 13.5 Award of Separate Contracts Arbitration 6.1.1,6.1.2 4.3.3,4.4,4.5.1,4.5.29 4.6,8.3.1,9.7.1, 11.4.9, Award of Subcontracts and Other Contracts for ra>. 11.430 Portions of the Work Architect 5.2 4.1 Basic Definitions Architect,Definition of 1.1 tint► 4.1.1 Bidding Requirements Architect,Extent of A uthority 1.1.1, 1.1.7,5.2.1, 11.5.1 2:4,3.12.7,4.2,4 .6,4A,5.2,6.3,7.1.2,7.3.6,7.4, Boiler and Machinery Insurance 9.2, 9.3.1,9.4,9.5,9.8.3,9.10.1, 9.10.3, 12.1, 12.2.1, 11.4.2 13.5.1, 13.5.2,.14.2.2, 14.2.4 Bonds,Lien AwhiftM Limitations of Authority and 9.10.2 ReRx"INUty Bonds,Performance,and Payment 1.1,3.3.3,34-tZ;4,3.12.8,3.12.10,4.1.2,4.2.1, 7.3.6.4,9.6.7, 9.10.3, 11.4.9, 11.5 42.2,4.2.3'4:x..6,4.2.7,4.2.10,4.2.12, 4.2.13,4.4, Building Permit 5.2.1,7.4, 9.4.2,9.6.4,9.6.6 3.7.1 Sir Architect's Additional Services and Expenses Capitalization 2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 1.3 Architect's Administration of the Contract Certificate of Substantial Completion AIA Document A201TM—1997.Copyright ®1911,1915,1918,1925.1937,1951,1958,1961,1963,1966,1987,1970,1976,1987 and 1997 by The American Institute of Architects. AN rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA!Document,or any portion of lt,may result In severe civil and criminal penalties,and will be Prosecuted to<the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.10001.17582_1 which expires on 5110/2005,and is not for resale. 10 User Notes: (3552668520) %V VW 9.8.3,.9.8.4,`9.8.5 1..6.1.,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4.4.8,4.6.4, Certificates for Payment 4.6.6,9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13A, 13.5.1, 4.2.5,4a9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1,9.10.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 9.10.3, 13.7,';14.1.1.3, 14.2:4 Concealed or Unknown Conditions rr Certificates of Inspection,Testing or Approval 4.3A.8.3.1, 10.3 13.5A Conditions of the Contract Certificates of Insurance 1.1.1, 1.1.7,6.1.1,6.1.4 9.10.2,11.1.3 Consent,Written Change Orders 1.6,3.4.2,3.12.8,3.14.2,4.1.2,4.3.4,4.6.4,9.3.2, 1.1.1,2.4.1,3.4.2,3.8.2,.3,3.11.1,3.12.8,4.2.8,4.3.4, 9.8.5,'9.9.1,9.10.2,9.10.3, 11A.1, 13.2, 13.4.2 4.3.9,5.2.3,7.1,7.2,7.3,8.3.1,9.3.1.1,9.10.3, CONSTRUCTION BY OWNER OR BY I IA.1.2, 11.4.4, 11.4.9, 12.1.2 SEPARATE CONTRACTORS Change Orders,Definition of 1.1.4,6 7.2.1 Construction Change Directive,Definition of CHANGES IN THE WORD 7.3.1 3.11,4.M, ,7,8.3.1,9.3.1.1, 11.4.9 Construction Change Directives Claim,Definition of 1.1.1,3.12.8,4.2.8,4.3.9,7.1,`73,9.3.1.1 4.3.1 Construction Schedules,Contractor's Claims 4tnd Disputes 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 3.263,4:5,4.4,4.5,4.6,6.1.1,6.3,7.3.8,9.3.3,9.10.4, Contingent Assignment of Subcontracts 10.3.3 5.4, 14.2.2.2 IAW Claims and'-Dmely Aiisertion of Claims Continuing Contract Performance 4.6.5 43.3 Claims for Additional Cost Contract,Definition of 1.2.3,4-3.4,43S,4.3.6,6-.i.1,7.3-8, 10.3.2 1.1.2 wor Claim:for Additional Time CONTRACT,TERMINATION OR 3.2-3,43A 4.3:^,6.1.1,8.3.Z 10.3.2 SUSPENSION OF THE Claims-for Concealed or Unlatown'Conditions 5.4.1.1, 11.4.9,14 Aw 4.3:4 Contract Administration Clainisrfor Damages 3.1.3,4,9.4,9.5 3.2.3,3.18,4.3.10,6A.1,8.3.3,9.5.1,9.6.7, 10.3.3, Contract Award and Execution,Conditions Relating 11<la, 1`1.4.5, 11:4.7, 14.13, 14.2A to ar Claims Subject to Action 3.7.1,3.10,5.2,6.1, 11.1.3, 11.4.6,'11.5.1 4:4.1,4.5.1,4.6.1 Contract Documents,The Cleaning Up 1.1,1.2 3.1a,6.3 Contract Documents, Copies Furnished and Use of Conrlmencement of Statutory:'lL.iSif'itat*on Period 1.6,2.2.5,5.3 13.7 Contract Documents,Definition of Commencement of the Work,Conditions Relating to 1.1.1 22.1,3.2.1,3.4.1,3.7.1,3.10.1, 3.12.6,4.3.5,5.2.1, Contract Sum .5-2.16.2.2,8.1.2,8:42,8,3.1,11.1, 11.4.1, 11.4.6, 3.8,4.3.4,4.3.5,4.4.5,5.2.3,7.2,7.3,7.4,9.1,'9.4.2, 11.5.1 9.5.1.4,9.6.7,9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2 Commencement of di@Vbdt,Definition of Contract Sum,Definition of 8.1.2 9.1 C ommuntaitions Altdiltating Contract Contract Time AAministmdon 4.3.4,4.3.7,4.4.5,5.2.3,7.2.1.3,7.3,7.4,8.1.1,``8.2, 3.9.1,4.2.4 8.3.11,9.5.1,9.7, 10.3.2, 12.1.1, 14.3.2 Completion,Conditions Relating to Contract Time,Definition of 1.6.1,3.4.1,3.1.1.3.15,4.2.2,4.2.9,8.2, 9.4.2,9.8, 8.1.1 low 9.:9:IA...,10,.122, 13.7, 14..1..2 CONTRACTOR C '!Ta+ i�1t,PAYMENTS AND 3 9 Contractor,Definition of Completion,Substantial 3.1,6.1.2 4.2.9,8.1.1,'8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, Contractor's Construction Schedules 9.10.4.2,12.2, 13.7 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 Compliance with Laws Contractor's Employees AIA'D0cum entA201=-1997Copyright'01911,1915,1918,1925,1937,1951,1958,1961,1963,196e,1867,1970,1976,1987 and 1997 by The American institute of Arrhitecis. All rights reserved. WARNING:This AIA*Document is protected byU.S.Copyright Law and International Trestles. Unauthorized reproduction or distribution of this A10 Document,or any portion of it,may result In severe civil and criminal penalties,and will be pr099cuted to the maximum extent possible under the law. This document was produced by software at 150804 on 08/1842004 under Order NO.1000117582 1 Which expires on 5/10/2005,and is not for resale, i�ccnccocnn, 3.3.2,3.4.3,3.8.1,39,3.18.2,4.2.3,4.2.6, 10.2, 10.3, 6.2.5,3.14 11 1 l.l.1, 11.4.7, 14.1, 14.2.1.1, Damage to Construction of Owner or Separate Contractor's Liability Insurance Contractors 11.1 3.14.2,6.2.4,9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1, Contractor's Relationship with Separate Contractors 11.4, 12.2.4 01* and Owner's Forces Damage to the Work 3.12.5,3.14.2,4.2.4,6, 11.4.7, 12.1.2,'12.2.4 3.14.2,9.9.1, 10.2.1.2,10.2.5, 10.6,'11.4, 12.2.4 Contractor's Relationship with Subcontractors Damages,Claims for 11110 1.2.2,3.3.2,3.18.1,3.182,5,9.6.2,9.6.7,9.10.2, 3.2.3,3.18,4.3.10,6.1.1,8.3.3,95.1,9.6.7„ 10.3.3, 11.4.1.2, 11.4.7, 11.4.8 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4 Contractor's Relationship with the Architect Damages for Delay 1.1.2, 1.6,3.1.3,3.2.1,3:12,3.2.3,3.3.1,3.4.2,3.5.1, 6.1.1,8.3.3, 9.5.1.6,9.7, 10.3.2 No 3.7.3,3.10,3.11,3.12,3.16,3.18, 4.1.2,4.1.3,4.2, Date of Commencement of the Work,Definition of 4.3.4,4.4.1,4.4.7,5.2,642.2,7,8.3.1,9.2,9.3,9.4, 8.1.2 9.5,9.7,9.8,9.9, 0.2.6, 103, 11.3, 11.4.7, 12, Date of Substantial Completion,Definition of 13.4.2, 13.5 8.1.3 Contractor's Representations Day,Definition of 1.5.2,15.1,112,45.6.2.2.8 1,9.3.3,9.8.2 8.1.4 Contractor's RiMponsibili ity'for Those Performing the Decisions of the Architect Work 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1,4.4.5, 33.2,3.18,4.2.3,4.3.8,5.11,6.1.3,6.2,6.3,9.5.1, 4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2,9.4, 10 9.5.1,9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4 Contractor'•s Review of C wtmct Documents Decisions to Withhold Certification 1..5.2,3.2,3.7-3 9.4.1,9.5,9.7, 14.1.1.3 Contractor's Right to Stop the Work Defective or Nonconforming Work,Acceptance, 9.7 Rejection and Correction of wr Contractor's Right to Terminate the Contract 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, 4.310, 14.1 9.9.3,9.10.4, 12.2.1, 13.7.1.3 Contractor's Subn ttab Defective Work,Definition of 3.10,3*11,3.12,4.2.7,5.2.1,5.2.3,7,3.6,9.2,9.3, 3.5.1 9.8.2,98.3,9.9.1,9.10.2 9.10.3, 11.1.3, 11.5.2 Definitions Contractor's Superintendent 1.1,2.1.1,3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, 3.9, 10.2.6 4.3.1,5.1,6.1.2,7.2.1,7.3.1,7.3.6,8.1, 9.1,9.8.1 +rn Contractor's Supervision and Construction Delays and Extensions of Tithe Procedures 3.2.3,4.3.1,43A,4.3.7,4.4.5,5.2.3,7.2.1,7.3.1, 1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7,4.3.3,6.1.3, 7.4.1,8.3,9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 6.2.4,7.13,7.3.4,7.3.6,8.2, 10, 12, 14 Disputes Contnwtual LUbility Insurance 4.1.4,4.3,4.4,4.5,4.6,6.3,7.3.8 11.1.1.8, 11.2, 11.3 Documents and Samples at the Site Coordination and Correlation 3.11 it 1.2,'1.5.2,33.1,3.10,3.1,2.6 6.1.3,6.2.1 Drawings,Definition of Copies Furnished of tkowiltgs and Specifications 1.1.5 1.6,2.2.5,3.11 Drawings and Specifications, Use and Ownership of `Copyright 1.1.1, 1.3,2.2.5,3.11,5.3 1.6,3.17 Effective Date of Insurance Correction of Work 8.2.2, 11.1.2 2.3,2.4,3.7.4,4.2.1,9.4.2,9.8.2,9.8.3,9.9.1, 12.1.2, Emergencies 12.2, 13.7.1.3 4.3.5,10.6, 14.1.1.2 Corrdation aatnd Intent of the Contract Documents Employees,Contractor's 3.3.2,3.4.3,3.8.1, 3.9,3.18.2,4.2.3,4.2.6, 10.2, 10.3, Cost,DefWtion of 11.1.1, 11.4.7, 14.1, 14.2.1.1 1.3.6 Equipment,Labor,Materials and Costs 1.1.3, 1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13,3.15.1, 2.4, 3.2.3,3.7.4,3.8.2,3.15.2,4.3,5.4.2,6.1.1,6.2.3, 4.2.6,4.2.7,5.2.1,6.2.1,7.3.6, 9.3.2,9.3.3,9.5.1.3, rrr� 7.3.3.3,7.3.6,7.3.7, 7.3.8,9.10.2, 10.3.2, 10.5, 11.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14 Execution and Progress of the Work Cutting and Patching AIA Document A201 TM—1997.copyright a 1911,191s,1816,1925,1937,1951,1958,196 1.1963,1%6,1967,1970.1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This A10 Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be Prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15-08:04 on 08/18/2004 under Order 10 No-10001175821 which expires on Sti0/2005,and is not for resale. 1 roar gntnc• •------'--.. Mel +.. 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, Insurance,Project Management Protective 3.10,3.12,3.14,4.2.2,4.2.3,4.3.3,6.2.2,7.1.3,7.3.4, Liability 8.2,9.5,9.9.1, 10,2, 10.3, 12.2, 14.2, 14.3 11.3 Extensions of Time Insurance,Property 3.2.3,43.1,4.3.4,4.3.7,4.4.5,5.2.3,7.2.1,7.3,7.4.1, 10.2.5,11.4 9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 Insurance,Stored Materials Failure of Payment 9.3.2, 11.4.1 A 4.3.6,9.5.1.3,9.7,9.10.2, 14.1.1.3, 14.2.1.2, 13.6 INSURANCE AND BONDS Faulty Work 11 (See Defective or Nonconforming Work) Insurance Companies,Consent to Partial Occupancy Final Completion and Final Payment 9.9.1, 11.4.1.5 4.2.1,4.2.9,4.12,9.8.2,9.10, 11.1.2, 1,1.1.3, 11.4.1, Insurance Companies,Settlement with I IA.5, 12.3.1, 13.7, 14.2.4, 14.4.3 11.4.10 Financial Arrangements,Owner's Intent of the Contract Documents 2.2.1, 13,2.2,14.1.15 1.2.1,4.2.7,4.2.12,4.2.13,7.4 Fore and Extended Coverage Insurance Interest 11.4 13.6 GENERAL,,PROVISIONS Interpretation 11" 1 1.2.3, 1.4,4.1.1,4.3.1,5.1,6.1.2,8.1A Governing Law Interpretations,Written 13.1 4.2.11,4.2.12,4.3.6 Guarantees(See Wafxanty) Joinder and Consolidation of Claims Required flazardous`Materials 4.6.4 10.2.4, 103, 10.5 Judgment on Final Award -Identification of Contract Documents 4.6.6 rr 1.5.1 Labor and Materials,Equipment Identification of Subcontractofs and Suppliers 1.1.3, 1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13,3.15.1, 5.2,1 42.6,4.2.7,5.2.1,6.2.1,7.3.6, 9.3.2,9.3.3,9.5.1.3, Indemnification 9.10.2, 10.2.1, 10.2.4,'14.2.1.2 3.17,3.1:8,9.10:2, 10.3.3, 10.5, 11.4.1.2, 11.4.7 Labor Disputes -'Information and Services Required of the Owner 8.3.1 2.1.2,2.2, 3.2.1,112.4,112.10,4.2.7,43.3,6.1.3, Laws and Regulations 6.1.4,6.2.5,93.2,9.6.1,9.6.4,9.9.2, 0.3,'10.3.3, 1.6,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4.4.8,46, 1:1.2, 11.4,13.5.1, 13.5.2, 14.1.1.4, 14:7.4 9.6.4,9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, Injury or Damage to Person or Property , 13.5.2, 13.6, 14 448,10.2,1046 Liens Inspections 2.1.2,4.4.8, 8.2.2,'9.3.3,9.10 3.1.3,3-3,.3,3-7.1,4.2.2,42.6.41,9,%4.2,9.8.2, Limitation on Consolidation or Joinder 9.8.3,9.9:2,:9 10.1, 12.2.1, 145 4.6.4 hp ructions to Bidders Limitations,Statutes of 11.'1 4.6.3, 122.6, 13.7 Instructions to the,Conttnc thr. Limitations of Liability far 3.2.3,3.3.1,3.8.1,4.2.8,5.2„1V:7j12,8.2.2, 13.5.2 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.10,3.17,3.18, .Insurance 4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4, 9.6.7,9.10.4, 3.18.1,6. . .7.3.6,8.2.1,9.3.2, 9.8.4,9.9.1,9.10.2, 10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2 9.10.5,11 Limitations of Time Insurance,Boller and Machinery 2.1.2,2.2,2.4,3.2.1,3.7.3,3.10, 3.11,3.12.5,3.15.1, 11.4.2 4.2.7,4.3,4.4,4.5,4.6,5.2,5.3, 5.4,6.2.4,7.3,7.4, insurance,Contractor's;.Liability 8.2,9.2,9.3.1,9.3.3,9.4.1,9.5,9.6,9.7,9.8,99, ... 11.1 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, lrx,ursine,Btkcdve Date of 13.7, 14 §2 2. 11.1-2 Loss of Use Insurance [us�utitq nrv,„I,vss of Use 11.43 11.4.3 Material.Suppliers Insurance,Owner's Liability 1.6,3.12.1,4.2.4,4.2.6,5.2.1,9.3,9.4.2,9.6,9.10.5 11.2 Materials,Hazardous ..W 10.2.4, 10.3, 10.5 AIA Document A201 TM—'1997.Copyright ®1911,1815,1918,1925,1937,1851,1958,1961,1963,1966,1967,1970,1976,1987 arid 1997 by The American Institute of Architects. All rights reserved. WARNING:This A a Document 1s protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AiA® Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the few. This document was produced by AIA software at 15 804 on 08/182004 under Order No.1000117582 1 which expires on 5/10/2005,and is not for resale. Materials,Labor,Equipment and 1.6,2.1.1,2.3,2.4,3.4,2,3.8.1,3.12.10,3.14.2,4.1.2, 1.1.3,<1.16,1.6.1,3.4,3.5.1,3.8.2,3.8.23,3.12,3.13, 4.1,3,4.2.4,4.2.9,4.3.6,4.4.7, 5.2.1,5.2.4,5.4.1, 3.15.1,4.2.6,4.2.7,5.2.1,6.2.1, 7.3.6,9.3.2,9.3.3, 6.1,6.3,7.2.1,7.3.1,8.2.2,8.3.1,9.3.1,9.3.2,9.5.1, 9.5-1.3,9.10.2, 10.2.1, 10.2.4, 14.2.1.2 9.9.1,9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3,11.4.10, Means,Methods,Techniques,Sequences and 12.2.2, 12.3.1, 13.2.2, 14.3,14.4 Procedures of Construction Owner's Financial Capability 3.3.1,3.12.10,4.2.2,4.2.7,9.4.2 2.2.1, 13.2.2, 14.1.1.5 Mechanic's Lien Owner's Liability'Insurance wrr 4.4.8 11,2 Mediation Owner's Loss of Use Insurance 4.4.1,4.4.5,4.4.6,4.4.8,4.5,4.6.1,4.6.2, 8.3.1, 10.5 11.4.3 Minor Changes in the Work Owner's Relationship with Subcontractors 1.1.1,3.12.8,4.2.8,4.3.6,7.1,7A 1.1.2,5.2,5.3,5.4,'9.6.4,9.10.2, 14.2.2 MISCELLANEOUS PROVISIONS Owner's Right to Carry Out the Work 13 2.4,12.2.4. 14.2.2.2 wwlG Modifications,Definition of Owner's Right to Clean Up 1.1.1 6.3 Modifications to the Contract Owner's Right to Perform'Construction and to L1.1, 1.1.2,3.7.3,3.11,4.1.2,4.2.1,5.2.3, 7, 8.3.1, Award Separate Contracts � 9.7, 10.3.2, 11.4.1 6.1 Mutual Responsibility Owner's Right to Stop the Work 6.3 2.3 iirr Nonconforming Work,Acceptance of Owner's Right to Suspend the Work 94.6,9.9.3, 1Z3 14.3 Nonconforming Work,Rejection and Correction of Owner's Right to Terminate the Contract 2.3,2.4,3.5.1,4.2.6,6.25,95.1,9.8.2,9.9.3,9.10.4, 14.2 12.2.1, 13.7.1.3 Ownership and Use of Drawings,Specifications Notice and Other Instruments of Service 2.2.1,23,2.4,3.23,3.3.1,3.7.2,3.7.4,3.12.9,4.3, 1.1.1,1.6,2.2.5,3.2.1,3.11.1,3.17.1,4.2.12,5.3 4.4.8,4:6.5,5.2.1,8.2.2,9.7,9.10, 10.2.2, 11.1.3, Partial Occupancy or Use 11.4.6, 12.2.2, 12.2A, 13.3, 13.5.1, 13.5.2, 14.1, 14.2 9.6.6,9.9, 11.4.1.5 Notice,Written Patching,Cutting and 2-3,2.4,3.3.1,3.'9,3.12.9,3.12.10,43,4A.8,4.6.5, 3.14,6.25 5.2.1,&2.2.9.7.,9.10, 10.2.2, 10.3, 11.1.3, 1 1.4.6, Patents 12.2.2, 12.2:4,13.3, 14 3.17 Notice of Testing.and inspections Payment,Applications for �r 13.5.,1,13.5.2 4.2.5,7.3.8,9.2,93,9.4,9.5.1,9.63,9.7.1,9.8.5, Notice to Proceed 9.10.1,9.10.3,9.10.5, 11.1.3, 14.2.4, 14.4.3 8,2.2 Payment,Certificates for Notices,Permits,Fees and 4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,'9.6.6,9.7.1,9.10.1, 2.22.,3.7,3.13,7.3 6 1,10.2.2 9.10.3, 13.7, 14.1.1.3, 14.2.4 Observations,Contmctoes Payment,Failure of 1.5.2,3.2,3.7.3,4.3.4 4.3.6,9.5.1.3,9.7,9.10.2, 14.1.1.3, 14.2.1.2, 13.6 rrrr Occupancy Payment,Final 2.2.2,9.6:6,9.8, 1 LA.1.5 4.2.1,4.2.9,4.3.2,9.8.2,9.10,"11.1.2,'11.1.3, 11.4.1, Orders,Written 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 1.1.1, 2.3,3.9,4:3.6,7,8.2.2, 11.4.9, 12.1, 12.2, Payment Bond,Performance Bond and 13.5.2, 14.3.1 7.3.6.4,9.6.7,9.10.3, 11.4.9, 11.5 OWNER Payments,Progress 2 4.3.3,9.3,9.6,9.8.5,9.10.3, 13.6, 14.2.3 ' Oymerr,Definition of PAYMENTS AND COMPLETION 2.1 9 Owner,IltiforMation and Services Required of the Payments to Subcontractors 2.1.2,2.2,3.2.1,3.12.4,3.12.14,4.2.7,4.3.3,6.1.3, 5.4.2,9.5.1.3, 9.6.2,9.6.3,'9.6.4, 9.6.7, 11.4.8, 6.1.4,6.2.5,9.3.2,9.6.1,9.6.4,'9.9.2,9.10.3, 10.3.3, 14.2.1.2 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4 PCB Owner's Authority 10.3.1 AIA Document A201--1997.Copyright ®1911,1915,1918,1925,1937 1951,1956,1961,1963,1966,1967,1970,1976,1987 and 1987 by The American Institute of Architects. All rights reserved. WARNING:This ZI Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAjD Document,or any portion of it,may result in severe civil and criminal penalties,and will be t11 Prosecuted to the maximum extent possible under the law. This document was produced by<AlA software at 15.08U4 on 08111312004 under order No.1 0001 175821 which expires on 5/1012005,and is not for wtr Performance Bond and Payment Bond Review of Contractor's Submittals by Owner and 7.3.6.4,9.6.7,9.10.3, 11.4.9,11.5 Architect Permits,Fees and Notices 3.10.1,3.10.2,3.11,3.12,4.2,5.2,6.1.3,9.2,'9.8.2 2.2.2,3.7,3.13,7.3.6.4, 10.2.2 Review of Shop Drawings,Product Data and PERSONS AND PROPERTY,PROTECTION Samples by Contractor OF 3.12 10 Rights and Remedies 1.1.2,2.3,2.4,3.5.1,3.15.2,4.2.6,4.3.4,4.5,4.6,5.3, Polychlorinated Biphenyl 5.4,6.1,6.3,7.3.1, 8.3,9.5.1,'9.7, 10.2.5, 10.3, 10.3.1 12.2.2, 12.2.4, 13.4, 14 w Product Data,Definition of Royalties,Patents and Copyrights 3,12.2 3.17 Product Data and Samples,Shop Drawings Rules and Notices for Arbitration 3.11,3.12,4.2.7 4.6.2 low Progress and Completion Safety of Persons and Property 4.2.2,4.3.3,8.2,9.8,9.9.1, 14.1.4 10.2,10.6 Progress Payments Safety Precautions and Programs 4.3.3,93,9.6,9.8.5,9.10.3, 13.6,'14.2.3 3.3.1,4.2.2,4.2.7,5.3.1, 10.1, 10.2, 10.6 "" P Definittim of the roj�;� Samples,Definition of 1.1.4 3.12.3 Project Management Protective Liability Samples,Shop Drawings,Product Data and 'M' Luarance 3.11,3.12,4.2.7 11.3 Samples at the Site,Documents and Project Manual,Definition of the 3.11 1.1.7 Schedule of Values �` Project Manuals 9.2,9.3.1 2.2-5 Schedules, Project representatives 1.4.1.2, 3.10,3.Construction12.1,3.12.2,4.3.7.2, wr 4.2:10 6.1.3 Propertylnsurance Separate Contracts and Contractors 10.2,5,;:11.4 1.1.4,3.12.5,3.14.2,4.2.4,4.2.7,4.6.4,6,8.3.1, PROTECTION OF PERSONS AND PROPERTY 11.4.7, 12.1.2, 12.2.5 ow 10 Shop Drawings,Definition of Regulations and Laws 3.12.1 1.6,3.12,16,3.7,31110, 3.13,461.1,4.4.8,4.6, Shop Drawings,Product Data and Samples 9.6-4,9.9.1, IO.2w2, 11..1, 11.4, 13.1, 13.4, 13.5.1, 3.11,3.12,4.2.7 13.5.2;13.6,14 Site,Use of Rejection of Work 3.13,6.1.1,6.2.1 3.5.1,4.2k, 12.2.1 Site Inspections Releases and Waivers of Liens 1.2.2,3.2.1,3.3.3, 3.7.1,4.2,4.3.4,9.4.2,9.10.1, 13.5 9.10.2 Site Visits,Architect's Representations 4.2.2,4.2.9,4.3.4,9.4.2, 9.5.1,'9.9.2,9.10.1, 13.5 +r► 1.5.2,3.5.1,3.12.6,6.2.2,8.2.1,9.3.3,9.4.2,'9.5.1, Special Inspections and Testing 9.8.2,9.10.1 4.2.6, 12.2.1, 13.5 Ropresettivas Specifications,Definition of the 2.1.1,3.1.j,3.9,4.1.1,4.2.1,4.2.10,5.1.1,5.1.2, 1.1.6 13.2.1 Specifications,The Resolution of Claims and Disputes 1.1.1, 1.1.6, 1.1.7,1.2.2, 1.6,3.11,3.12.10,3.17 4.4e 4••h` 44 Statute of Limitations ®' ResponsibUy for Those Performing the Work 4.6.3, 12.2.6, 13.7 3.12,5;l$,4.13,4.3.8,5.3.1,6.1.3,6.2,6.3,9.5,1, Stopping the Work 10 2.3,4.3.6,9.7, 10.3, 14.1 rr R$Ea wage Stored Materials 9.3.1,9.6.2, 9.8.5,9.9.1, 9.10.2, 9.10.3 6.2.1,9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 Review of Contract Documents and Field Subcontractor,Definition of Conditions by Contractor 5.1.1 law 1.5.2,3.2,3.7.3,3.12.7,>6.1.3 SUBCONTRACTORS AIA Document A201TM-1997.Copyright 0 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved WARNING:This A10 Document is protected by U.S.Copyright Law and International Treaties. am Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by ALA software at 15:08.04 on 08/18/2004 under Order tin innni i7s;" 1 which emimc—ml-snfOMR —4;n—#i.... , 5 TERMINATION OR SUSPENSION OF THE Subcontractors,Work by CONTRACT 1.2.2,3.3.2,3.12.1,4.2.3,5.2.3,5.3,5.4,9.3.1.2, 14 9.6.7 Tests and Inspections Subcontractual Relations 3.1.3,3.3.3,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3,9.9.2, 5-3,5.4,9.3.1.2,9.6,9.10 10.2.1,11.4.7,11.4.8, 14.1, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1,13.5 14.2.1,14.3.2 TIME Submittals 8 1.6,3.10,3.1!1,3.12,4.2.7,5.2.1,5.2.3,7.3.6,9.2, Time,Delays and Extensions of 9.3,'9.8,9.9.1,'9.10.2,9.10.3, 11.1.3 3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5.2.3,7.2.1,7.3.'1, Subrogation,"Waiversof 7.4.1,8.3,9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 6.1.1, 11.45,11.4.7 Time Limits Substantial Completion 2.1.2,2.2,2.4,3.2.1,3.7.3,'3.10,3.11,3.12.5,3.15.1, 4.2.9,'8.1.1.,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, 4.2,4.3,4.4,4.5,4.6,5.2,5.3,5.4, 6.2.4,7.3,7.4, 9.10.4.2, 12.2, 13.7 8.2,9.2,9.3.1,9.3.3,9.4.1,9.5,'9.6,9.7,9.8,9.9, Substantial Completion,Definition of 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 9.8.1 13.7,14 Substituti©n of Subcontractors Time Limits on Claims 1W 5.2.3,5.2.4 43.2,43.4,43.8,4.4,4.5,4.6 Substitution of Architect Title to Work 4.1.3 9.3.2,9.3.3 Substitutions of Materials UNCOVERING AND CORRECTION OF 3.4.2,3.5,1,'7.3.7 WORK Sub-subcontractor,Definition of 12 5.1.2 Uncovering of Work %W Subsurface Conditions 12.1 4.3.4 Unforeseen Conditions Successors and Assigns 4.3.4,8.3.1, 10.3 13.2 Unit Prices 'o Superintendent 4.3.9,7.3.3.2 3.9,10.L6 Use of Documents Supervision.and Construction Procedures 1.1.1, 1.6,2.2.5,3.12.6,5.3 10 1.2-2,3.3,3.4,3.12.10,4:2.2,4.17.4.3".'3j 6.1.3, Use of Site 6.2.4,7.1.3,7.3.6,8.2, 8.3.1,'9.4.2, 10, 12, 14 3.13,6.1.1,6.2.1 Surety Values,Schedule of 4,4.7,5.4.1.2,'9.8.5,19.10.2,9.10.3, 14.2.2 9.2,9.3.1 rrr Surety,Consent of Waiver of Claims by the Architect 9.10.2,930:3 13.4.2 Surveys Waiver of Claims by the Contractor "a 22.3 4.3.10,9.10.5, 11.4.7, 13.4.2 Suspension by the Owner ter Convenience Waiver of Claims by the Owner 14.4 4.3.10,9.9.3,9.10.3,9.10.4, 11.4.3, 11.4.5, 11.4.7, Suspension of the Work 12.2.2.1, 13.4.2, 14.2.4 1W 5.4.2, 14.3 Waiver of Consequential Damages Suspension or TOrtabitation of the Contract 4.3.10,14.2.4 4.3.6,5.4.1.1, 11:4.9, 14 Waiver of Liens Taxes 9.10.2,9.10.4 3.6,3.8.2.1,7.3.6.4 Waivers of Subrogation Termination by the Contractor 6.1.1, 11.4.5, 11.4.7 43.10,01 Warranty TelvdUation b .the Owner for Cause 3.5,4.2.9,43.5.3,9.3.3,9.8.4,9.9.1,9.10.4, 12.2.2, 4.3.10,5AA.1,14.2 13.7.1.3 Termination of the Architect Weather Delays rro 4.I.3 4.3.7.2 Termination of the Contractor Work,Definition of 14.2.2 1.1.3 Written Consent AIA Document A201--1997.Copyright 0 1911,1915,1918,1925,1837,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. Ali rights reserved. WARNING:This Ale Document is protected by U.S.Copyright taw and'international'Treaties. Unauthorized reproduction or distribution of this Al a Document,or any portion of it,may result In severe civil and criminalpenaHles,and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 1 5 o8:04 on 08/162004 under order srr �•• 1.6,3.4.2,3.12.8,3.14.2,4.1.2,4.3.4,4.6.4,9.3.2, 2.3,2.4,3.3.1,3.9,3.12.9,3.12.10,4.3,4.4.8,4.6.5, 9.8.5,9.9.1,9.10.2,9.10.3, 11.4.1, 13.2, 13.4.2 5.2.1,8.2.2,'9.7,9.10, 10.2.2, 10.3, 11.1.3,'11.4.6, Written Interpretations 12.2.2, 12.2.4,133, 14 4.2.11,4.2.12,4.3.6 Written Orders Written Notice 1.1.1,2.3,3.9,4.3.6,7,8.2.2, 11.4.9, 12.1, 1.2.2, 13.5.2, 14.3.1 r .rs w MW W w No MW +0 w.. �r. AIA Document A201 TM—1997.Copyright ®1911, 1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All dgftts reserved. WARNING-This AIO Document Is protected by U.S.Copyright law and International Trestles. r Unauthorized reproduction or distribution of this AfA® Document,or any portion of 11,may result in severe civil end criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced byAIA software at 15.08:04 on 08/1812004 under Order No.1000117582_t which expires on 5/10/2005,and is not for resale. ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The>Contract Documents consist of the Agreement between Owner and Contractor(hereinafter the Agreement), 010 Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of the Contract,other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is(l)a written amendment to the Contract signed by both parties,(2)a Change Order,(3)a Construction Change Directive or(4)a written order for a minor change in the Work issued by go the Architect.Unless specifically enumerated in the Agreement,the 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 or portions of Addenda relating to bidding requirements). tW §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 OwnW4nd 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 enfotz2ementof obligations under the Contract intended to facilitate performance of the Architect's duties. §1.1.3 THE WORK 1 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. §1.1ATHE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. , §1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work,generally including plans,elevations,sections,details,schedules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, 40 equipmxnt,systems,standards and workmanship for the Work,and performance of related services. §1.1.7 THE PROJECT 1HANUAL eProject 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 �r § 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 bidding 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 alit indicated results. §122 Organization of the Specifications into divisions,sections and articles,and arrangement of Drawings shall not t control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. §1.2.3 Unless otherwise stated in the Contract Documents,words which have well-known technical or construction 111110 industry meanings are used in the Contract Documents in accordance with such recognized meanings. 4 AIA DOCUment A201TM-1997.Copyright 01911,1915,1918,1925,1937,1951,1958,1961,1963,1966.1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AI0 Document is protected by U.S.Copyright taw and international Treaties. Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be ttli prosecuted to the maximum extent possibie under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1 0001 1 7582__1 which exoires on 5/10/2005_and is nntfnr rmmla 410 1W §'1.3 CAPITALIZATION §1.3.1 Terms capitalized in these General Conditions include those which are(1)specifically defined,(2)the titles of numbered articles or(3)the titles of other documents published by the American Institute of Architects. OWN §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 4MV 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 rrr 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, ws become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. aw §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'bythe Contractor is described.The Contractor may retain one record set.Neither the Contractor nor any Subcontractor, Sub-subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings,Specifications and other documents:prepared by the Architect or the Architect's consultants, and unless otherwise indicated the Architect and the Architect's consultants shall be deemed the authors of them and will 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 m4 shall be returned or suitably accounted for to the Architect,on request, upon completion of the Work.The Drawings,Specifications and other documents,prepared by the Architect and the Architect's consultants,and copies thereof furnished to the Contractor,are for use solely with respect to this Project.They are not to be used by the Contractor or any Subcontractor,Sub-subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner,Architect and the Architect's consultants.The Contractor, Subcontractors,Sub-subcontractors and material or equipment suppliers are authorized to use and reproduce applicable portions of the Drawings,Specifications and a" other documents prepareed 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 trade 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 Othaptttposes in connection witif is Project is not to be construed as publication in derogation of the Architect's or Architect's consultants'copyrights or other reserved rights. AW ARTICLE 2 OWNER 3:4 GENERAL §2.1.1 The Owner is•theperson or entity identified as such in the Agreement and is referred to throughout the ,.r COMM Documents as if singular in number. The Owner shall designate in writing a representative who shall have express auabority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Bxcept as otherwise provided in Section 4.2.1, the Architect does not have such authority.The term"Owner"means .r. the Owner or the Owner's authorized representative. §2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request,information necessary and relevant for the Contractor to evaluate,give notice of or enforce mechanic's lien rights.Such low Wormation shall include a correct statement of the record legal title to the property on which the Project is located, us# y referred to as the site, and the Owner's interest therein. rr §.231 tHPORMATION AND SERVICES REQUIRED OF THE OWNER §2.2.1 The Owner shall,at the written request of the Contractor,prior to commencement of the Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract.Furnishing of such evidence shall be a condition precedent to commencement or AIA Document A201 TM—1997.Copyright'0 1911, 1915,1918,1925,1937 1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Z"Document Is protected by U.S.Copyright Law and International Treaties. trr Unauthorized reproduction or distribution of this AIAe'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by ALA software at 15.o8:o4 on 08/1872004 under Order No.1000117582 1 which expires on sno/2nns and k not fnr rocnrn 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 Section 3.7.1,which are the responsibility of the go 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. 1111► 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. trio §2.2.4 Information or services required of the Owner by the Contract Documents shall be furnished by the Owner with reasonable promptness.Any other information or services relevant to the Contractor's performance of the Work under the Owner's control shall be furnished by the Owner after receipt from the Contractor of a written request for such information or services. §2.2.6 Unless otherwise provided in the Contract Documents,the Contractor will be furnished,free of charge,such 40 copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. §2.3 OWNEWS RIGHT TO STOP T E WORK §2.3.1 If the ContraMr fails'to-correct Work which is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or persistently fails to carry out Work in accordance with the Contract Documents,the Owner way 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 wMelit required by Section 6.1.3. §2.4 OWNER'S RIGHT TO CARRY OUT THE WORK Z4.1'If the Contractor defaults or neglects to carryout the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction of such defaidt or neglect with diligence and promptness, the Owner may after such seven-day period give the g' Contractor a second written notice-to.eorrect such deficiencies within a three-day period.If the Contractor within such three-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner may,without prejudice to other remedies the Owner may have,correct such deficiencies.In such case an 1110 appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of con-ecdng such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure.Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts,the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR. . §3.1 GENERAL 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number.The term"Contractor"means the Contractor or the Contractor's authorized repreepttative. r §3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. §3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Dooti>d rots either by activities or duties of the Architect in the Architect's administration of the Contract,or by tests, ftspdWons or approvals required or performed by persons other than the Contractor. 1ir1 §32 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR §3.2.1 Since the Contract Documents are complementary,'before starting each portion of the Work,the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the 40 AIA Document A201*r'—1997.'Copyright 01911,1915,1918,1925,1937,4951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright law and international Treaties. Unauthorized reproduction or distribution of this AIA®Document,or any portion of It,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15.'08:04 on 08/1=004 under Order 11110 No.10001 1758211 which expires on&10/20m,and is not for resale. rr " Work, as well as the information furnished by the Owner pursuant to Section 2.2.3,shall take field measurements of any existing conditions related to that portion of the Work and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating construction by the Contractor and are not for the purpose of discovering errors,omissions,or inconsistencies in the Contract'Documents;however, any errors,inconsistencies or omissions discovered by the Contractor shall be reported promptly to the Architect as a request for information in such form as the Architect may require. §3.2.2 Any design errors or omissions noted by the Contractor 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 nonconfornuty discovered by or made,known'to the Contractor shall be reported promptly to the Architect. low §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 requests for information pursuant to Sections 3.2.1 and 3.2.2,the Contractor shall make Claims as provided in Sections 4.3.6 and 4.3.7. If the Contractor fails to err perform the obligations of Sections 3.2.1 and 3.2.2,the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations.The Contractor shall not be liable to the Owner or Architect for damages resulting from errors,inconsistencies or omissions in the Contract Documents or for differences between field measurements or conditions and the Contract'Documents unless the Contractor VW recognized such error,'inconsistency,omission or difference and knowingly failed to report it to the Architect. §3.3 SUPERVISION AND CONSTRUCTION PROCEDURES No §3.3.1 The Contractor shall supervise and direct the Work,using the Contractor's best skill and attention.The Contractor shall be solely responsible for and have control over construction means, methods,techniques,sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions 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. §3.32 The Contractor shall be responsi'ble to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their age its 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 Anponsible for inspection of portions of Work already performed to determine that such portions are in proper con213tion to receive subsequent Work. §14 LABOR.AND MATERIALS §'3.4.1 Unless ether riseprovided 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 execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. §3.4.2 The Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect alld in accordance with a Change Order. �rar §3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract.The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. AIA'Document A201=—1997.Copyright ®1911,1915,1918,1925,1937,1951,19W,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Al a Document is protected by U.S.Copyright Law and international Treaties. IM Unauthorized reproduction or distribution of this AIA®Document,or any portion of It,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 150804 on 08/1812004 under order t 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 IN 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 1W 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. 3.6 TAXES to 3.6.1 The Contractor shall pay sales,consumer,use and similar taxes for the Work provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. §3.7 PERMITS,FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents,the Contractor shall secure and,pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when.bids are received or negotiations concluded. §S.72 The Contractor shall eoruply with and give notices required by laws,ordinances, rules,regulations and lawful orders of public authorities applicable to performance of the Work. §3.7.3-it is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws,statutes,ordinances,building codes,and rules and regulations.However, if the Contractor observes that portions of the Contract Documents are at variance therewith,the Contractor shall promptly notify the Architect and Ovtner in writing,and necessary changes shall be accomplished by appropriate Modification. §11.4 if the Contractor performs Work knowing it to be contrary to laws,statutes,ordinances, building codes,and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. 3.8 ALLOWANCES §3.8.1 The Contractor shall include 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, ` butrthe Contracior shall not be required to employ persons or entities to whom the Contractor has reasonable objecti6n. §3:8:2 Unless otherwise provided in the Contract Documents: .1 allowances stia l cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes,4ess 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 its the allowances; .3 whenever costs are more than or less than allowances,the Contract Sum shall be adjusted accordingly r by Change Order.The amount of the Change Order shall reflect(1)the difference between actual costs and the allowances under Section 3.8.2.1 and(2)changes in Contractor's costs under Section 3.8.2.2. §'3.8.3 MatedAls and equipment under an allowance shall be selected by the Owner in sufficient time to avoid delay in the'Wo& 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work.The superintendent shall represent the Contractor,and communications given to the superintendent shall be as binding as if given to the Contractor.Important AIA Document Amyu—1997.copyright C igi 1,1915,1818,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This A10 Document is protected by U.S.Copyright Law and intemational Treaties. Unauthorized reproduction or distribution of this A10 Document,or any portion of it,may result in severe civil and criminal penalties,and will be ► prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order wry .r. communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. ..r §3.1.0 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. ow §3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of subrrdttals which is coordinated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. VW §3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. 4W §3.11 DOCUMENTS AND SAMPLES AT THE SITE §3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings,Specifications, Addenda, Change Orders and other Modifications,in good order and marked currently to record field changes and selections made during construction,and one record copy of approved Shop Drawings,Product Data,Samples and similar required submittals.These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work. 3.12 STOP DRAWINGS,PRODUCT DATA AND SAMPLES §3.12.1 Shop Drawings are drawings,diagrams,schedules and other data specially prepared for the Work by the Contractor or a Subcontractor,Sub-subcontractor,manufacturer, or distributor to illustrate some portion of the Work. §3.122 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. §3.12A 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 Contract Documents.Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents.Submittals which are not required by the Contract Documents may be returned by the Architect without action, §3.12.5 Thee Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop Drawings,Product Data,Samples and similar submittals required by the Contract Documents with wr reasonable;,promp0m and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors.Submittals which are not marked as reviewed for compliance with the Contract!Documents and approved by the Contractor may be returned by the Architect without action. §3.12.6 By approving and submitting Shop Drawings,Product Data,Samples and similar submittals,the Contractor represents Mat 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. §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. AIA Document A201au-1997.Copyright m 1911,1915,1918,1925,1937,1951,1958,1961 1963,1966,1967,1970,1976,1987and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale;Document is protected by U.S.Copyright Low and International Treaties. ow Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the few. This document was produced by AIA software at 15:08,04 on 08/18/2004 under Order ilk §3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings,Product Data,Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and(1')the Architect has given written approval to the specific deviation as a minor change in the Work,or(2)a Change Order or Construction Change Directive has been issued authorizing the deviation.The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings,Product Data,Samples or similar submittals by the Architect's approval thereof. §3.12.9 The Contractor shall direct specific attention,in writing or on resubmitted Shop Drawings,Product Data, Samples or similar submittals,to revisions other than those requested by the Architect on previous submittals.In the absence of such written notice the Architect's approval of a resubmission shall not apply to such revisions. §3.12.1!0 The Contractor shall not be required to provide professional services which constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means,methods,techniques,sequences and procedures. The Contractor shall not be required to provide professional services in violation of applicable law.If professional design services or certifications by 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 Ito 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 Section 3.12.10,the Architect will review,approve or take odXTappropriate actionon submittals only for the limited purpose of checking for conformance with information tIM given and the design concept expressed in the Contract Documents.The Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. go §3.13 USE OF SITE §3.13.1 The Contractor shall confine operations at the site to areas permitted'by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. arr 3.14 CMING AND>PATCMNG 3.14.1 The Contractor shaff be responsible for cutting,fitting or patching required to complete the Work or to make its;parts fit together properly, WM O.14.2 The Contractorshan not damage or endanger a portion of the Work or fully or partially completed construction aof the Owner or sgMate 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 VAdMert consent of the Owner and of such separate contractor;such consent shall not be unreasonably withheld.Tlte.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-used by operations under the Contract.At completion of the Work, the Contractor shall remove from and about#te Project waste materials,rubbish,the Contractor's tools,construction equipment, machinery and surplus materimis. §3.15.2 If the Contractor fails to clean up as provided in the Contract Documents,the Owner may do so and the cost thereof shall be charged to the Contractor. AIA Document A201 M—1997.Copyright 01911,1915,1918,1925,1937,1951,1956,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All tights reserved. WARNING:This AIA'r Document is protected by U.S.Copyright Law and Intentional Treaties. Unauthorized reproduction or distribution of this AIAs Document,or any portion of it,may result in severe civil and criminal penalties,and will be Ito prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08-04 on'08/18MM under Order '" §3.16 ACCESS TO WORK §3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. am 3.17 ROYALTIES,PATENTS AND COPYRIGHTS §3.17.1 The Contractor shall pay all royalties and license fees.The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof,but shall not be responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is required by the Contract Documents or where the copyright violations are contained in Drawings,Specifications or other documents prepared by the Owner or Architect.However,if the so 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. VW §3.18 INDEMNIFICATION § 3-1 B-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 Section 11.3, 0 the Contractor shall indemnify and hold harmless the Owner,Architect,Architect's consultants,and agents and employees of any of them from and against claims,damages, losses and expenses,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 alldbittable 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 or not,such claim,damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shalloot be construed to negate,abridge,or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 3.18. §3.182 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, + a Subcontractor,an3mae directly or indirectly employed by them or anyone for whose acts they may be liable,the indemnification obligation under Section 3.18.1 shall not be limited by limitation on amount or type of damages, compensation or benefits;payable by or for the Contractor or a Subcontractor under workers'compensation acts, arr disability benefit acts or other employee benefit acts. ARTICLE 4 ADMINISTRATION OF THE CONTRACT §4.1 ARCHITECT "" §4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully;practicing architect=identified as sucb,inftte Agreement and is referred to throughout the Contract Documents as if singular in number.The term"Architect"means the Architect or the Architect's authorized representative. §:4.1.2 Duties,responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted,modified or extended without written consent of the Owner,Contractor and Architect. Consent shall not be uasonably withheld. +rr. §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 wr 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 OwttWS tentative(1)during construction,(2)until final payment is due and(3)with the Owner's Conculuenae,,tam time to time during the one-year period for correction of Work described in Section 12.2.The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, „wr unless Otherwise modified in writing in accordance with other provisions of the Contract. §4.2.2 The Architect,as a representative of the Owner, will visit the site at intervals appropriate to the stage of the Contractor's operations(1)to become;generally familiar with and to keep the Owner informed about the progress and quality of the portion of the Work completed, (2)to endeavor to guard the Owner against defects and AIA Document A201-—1997.copyright®1911,1915,1918,1925, 1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All tights reserved. WARNING:This AI0 Document is protected by U.S.Copyright taw and international Treaties. AN Unauthorized reproduction or distribution,of this A10 Document,or any portion of ft,may result in severe civil and criminal,penalties,and will be prosecuted to the maximum extent,possible under the law. This document was produced'by AIA software at 15:08:04 on 08118/20D4 under Order deficiencies in the Work,and(3)to determine in general if the Work is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents.However,the Architect 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, 1101 techniques,sequences or procedures,or for the safety precautions and programs in connection with the Work,since these are solely the Contractor's rights and responsibilities under the Contract Documents,except as provided in Section 3.3.1. §4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents.The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor,Subcontractors,or their agents or employees,or any other ; persons or entities performing portions of the Work. §4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall ` endeavor to communicate with'each other through the Architect about matters arising out of or relating to the Contract.Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor.Communications by and with t separate contractors shall be through the Owner. §4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment,the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. t�l► §4.2.6 The Architect will have authority to reject Work that does not conform to the Contract Documents.Whenever the Architect considers it riecessary or advisable, the Architect will have authority to require;inspection or testing of tip the Work in accordance with Sections l 3.5.2 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 M portions of the Work. §42-7 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 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 to Documents.The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3,3.5 and 3.12.The Architect's review shall not constitute approval of safety precautions or,unless otherwise speciftcallystated 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 to is a component. §4.2.8 The Architect will prepare Change Orders and Construction Change Directives,and may authorize minor 40 changes in the Work as provided in Section 7.4. §42.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of"fittal completion,will receive and forward to the Owner,for the Owner's review and records, written warranties and related documents required by the Contract and assembled by the Contractor,and will issue a final Certificate for Payukent 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. AIA Docurnpnt A201 w—1997.Copyright m 1911,1915,1918,1925,1937,1951,1956,1961,1963,1966,1967,1970,1976,1987 and 1997 by lbe American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and'intemational Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be %W prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:A8:04 on 08M M004 under Order low §4.2.11 The Architect will interpret and decide matters concerning performance under and requirements of,the Contract Documents on written request of either the Owner or Contractor.The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no .r agreement is made concerning the time within which interpretations required of the Architect shall be furnished in compliance with this Section 4.2,then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after written request is trade for them. i.r §4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of 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 to either and will not be liable for results of interpretations or decisions so rendered in good faith. vne §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. w §<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. rr §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, w 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 Section 9.7.1 and Article 14, the Contractor shall proceed diligently with performance of the so 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)wilmown physical conditions of an unusual nature,which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents,'then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in-no event later than'21 days after first observance of the conditions.The Architect will promptly investigate such conditions arid,if they differ materially and cause an increase or decrease in the Contractor's cost of,or time required for,performance of any part of the Work, will recommend an equitable adjustment in the Contract Sean 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 deteniduation 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 .a,► Section 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 rl±iating to an emergency endangering life or property arising under Section 10.6. §4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited to(1)a written int rPretation 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 Section 4.3. AIA Document A2o1-—1997.Copyright®1911,1915,1918,1925,1937,1951,1958,1961,IM,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and'International Treaties. INS Unauthorized reproduction or distribution of this Ale'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the taw. This document was produced'by AIA software at 15:08:04 on Gall St2004 under Order N0.1000I 17582_1 which expires on 5/1012005..and is not for resale_ ail §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 others for whose acts such party is legally responsible,written notice of such injury or damage, whether or not insured,shall be given to the other party within a reasonable time not exceeding 21 days after discovery.The notice shall provide sufficient detail to enable the other party to investigate the matter. §4.3.9 If unit 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 prior to quantities of Work proposed will cause substantial inequity to the Owner or Contractor,the applicable unit prices shall be equitably adjusted. §4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract.This mutual waiver includes: .1 damages incurred by the Owner for rental expenses,for losses of use,income,profit, financing, business and reputation,and for loss of management or employee productivity or of the services of such persons;and .2 damages incurred by the Contractor for principal office expenses including the compensation of Personnel stationed there, for losses of financing, business and reputation,and for loss of profit except anticipated profit arising directly from the Work. MN This mutual waiver is applicable,without limitation,to all consequential damages due to either party's termination in accordance with Article 14. Nothing contained in this Section 4.3.10 shall be deemed to preclude an award of liquidated direct damages,when applicable, in accordance with the requirements of the Contract Documents. §4.4 RESOLUTION OF CLAIMS AND-DISPUTES §4.4.9 Decision of Architect. Claims,including those alleging an error or omission by the Architect but excluding those arising under Sections 10.3 through 10.5,shall be referred initially to the Architect for decision.An initial decision by the Architect shall be required as a condition precedent to mediation,arbitration or litigation of all Claims between the Contractor and Owner arising prior to the date final payment is due,unless 30 days have passed after the Claim has been referted.;to tt Architect with no decision having been rendered by the Architect.The Architect will not decide disputes between the Contractor and persons or entities other than the Owner. 4.42 The Architect will review Claims and within ten days of the receipt of the Claim take one or more of the following actions:{1)request additional supporting data from the claimant or a response with supporting data from 40 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.Ttkee Architect may request the Owner to authorize retention of such persons at the Owner's expense. §4 Alf°fare Architect requests a party to provide a response to a Claim or to furnish additional supporting data, 110 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. AIA Document A201TM—1997.Copyright 0 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1974,1976,1987 and 1997'byThe American Institute of Architects. All rights reserved. WARNING::This AIO Document Is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Al a Document,or any portion of It,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582 1 which exnires on 511 tir"s and is not fnr r�acnlo §4.4.5 The Architect will approve or reject Claims by written decision,which shall state the reasons therefor and which shall notify the parties of any change in the Contract Sum or Contract Time or both.The approval or rejection of a Claim by the Architect shall be final and binding on the parties but subject to mediation and arbitration. §4.4.6 When a written decision of the Architect states that(1)the decision is final but subject to mediation and arbitration and(2)a demand for arbitration of<a Claim covered by such decision must be made within 30 days after the date on which the party making the demand,receives the final written decision,then failure to demand arbitration within said 30 days' period shalt 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 or the Owner may,but is not obligated to,notify the surety and request the surety's assistance in resolving the controversy. §4.4.8 If a Claim,relates'to or is the subject of a mechanic's lien,the party asserting such Claim may proceed in accordance with-applicable law to comply with the lien notice or filing deadlines prior to>resolution of the Claim by the Architect,by mediation or by arbitration. §4.5 MEDIATION 4.6.1 Any Claim arising out or related to the Contract,except Claims relating to aesthetic effect and except those wai ved'as provided for in Sections 4.3.10,9.10.4 and 9.10.5 shall,after initial decision by the Architect or 30 days after:submission of the Claim to the Architect, be subject to mediation as a condition precedent to arbitration or the institution of legal or-equitable proceedings by either party. rr §4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the 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 wr for 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 60 days from the date of filing, unless stayed for a>longer period by agreement of the parties or court order. 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 Nr be enforceable as settlement agreements in any court having jurisdiction thereof. §4,6 ARBITRATION §4.6.1 Any Claim arising out of or related to the Contract,except Claims relating to aesthetic effect and except those waived as provided for in-Sections 4.3.10,9.10.4 and 9.10.5,shall,after decision by the Architect or 30 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 Section 4.5. +rr §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 arbitration shall be filed in writing with the other party to the Canitract and with the American Arbitration Association, and a copy shall be filed with the Architect. §4.6.3 A dernand for arbitration shall be made within the time limits specified in Sections 4.4.6 and 4.6.1 as aiV icable,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 Section 13.7. is. AIA Document A201--1997.Copyright ®1911,1915,1918,1925,1937,1951, 1958,1961,1963,19r>6,1967.1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIAs Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the taw. This document was produced byAIA software at 15:08:04 on 08/18/2004 vnderOrder No.1000117582 1 which PynirPcnn 5HnrOnnr —4 a�--4,..---1- §4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract shall include, ' by consolidation or joinder or in any other manner,the Architect,the Architect's employees or consultants,except by written consent containing specific reference to the Agreement and signed by the Architect,Owner,Contractor and any other person or entity sought to be joined. No arbitration shall include,by consolidation or joinder or in any other manner,parties other than the Owner,Contractor,a separate contractor as described in Article 6 and other persons substantially involved in a common question of fact or 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 be included as an original third party or additional third party to an arbitration whose ► interest or responsibility is insubstantial.Consent to arbitration involving an additional person or entity 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 4 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 §5A DEFINITIONS +tell §SA A 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 aSubcontractor or an authorized representative of the Subcontractor.The term"Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. §5.12 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 Ita Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub- subcontractor. §52 AWARD OF SUBCONTRACTSAND OTHER CONTRACTS FOR PORTIONS OF THE WORK §5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor,as soon as practicable after award of the Contract,shall furnish 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) +er 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#he 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 rr reasonable objection. §5.2.2 The Contractor shall not contract with a,proposed person or entity to whom the Owner or Architect has made reasonable and timely objection.The Contractor shall not be required to contract with anyone to whom the r Contractor bas made reasonable objection. §5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor,;the No Contractor shall propose another to whom the Owner or Architect has no reasonable objection.If the proposed but rejected Subcontractor was reasonably capable of performing the Work,the Contract Sum and Contract Time shall be increased or decreased by the difference,if any,occasioned by such change,and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However,no increase in the Contract Sum or C+oritrV0 Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting manes as required. ter §5.2.4 The Contractor shall not change a Subcontractor,person or entity previously selected if the Owner or Architect makes reasonable objection to such substitute. 40 AIA Document A201-—1997.Copyright ®1911,1915,1918,1925,1937 1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIA'l Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA"' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15.08:04 on 08/18/2004 under Order No.1000117582 1 which exoires on5/i mn05_And is net fnr rr±cAla wr wr §5 3 SUBCONTRACTUAL RELATIONS §5.3.1 By appropriate agreement,written where legally required for validity,the Contractor shall require each Subcontractor,to the extent of the Work to be performed by the Subcontractor,to be bound to the Contractor by 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 ar. 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 law 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 r"' §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 aw Section 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractorand Contractor in writing;and .2 assignment is subject to the prior rights of the surety,if any,obligated under bond relating to the Contract. as §5.4.2 Upon such assignment,if the Work has been suspended for more than 30 days,the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. r 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 Section 4.3. 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site,the term".Contractor"in the Contract Documents in each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. §6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate +rr contractor with the Work of the Contractor,who shall cooperate with them.The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules when directed to do so.The Contractor shall take any revisions to the construction schedule deemed necessary after a joint review and mutual agreement.The construction schedules shall then constitute the schedules to be used by the Contractor,separate contractors and the Owner until subsequently revised. §6.1.4 Unless otherwise provided in the Contract Documents,when the Owner performs construction or operations �► related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have#I-,some rights which apply to the Contractor under the Conditions of the Contract,including,without etcoluding•otheas,those stated in Article 3, this Article 6 and Articles 10,11 and 12. 6.2 MUTUAL RESPONSIBILITY 6.21 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 y.. Contractor's construction and operations with theirs as required by the Contract Documents. AIA Document A201 TM—1997.Copyright 0 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAa Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AtAe Document,or any portion of it,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the taw. This document was produced by software at 15:08b4 on 08/18/2004 under Order No.10001175821 which expires on&&0/2005,and is not for resale. 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. +wig §6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which are payable to a separate contractor because of delays,improperly timed activities or defective construction of the Contractor.The Owner shall be responsible to the Contractor for costs incurred by the Contractor because of delays,improperly timed activities,damage to the Work or defective construction of a separate contractor. §6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors as provided in Section 102.5. '�► §6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. , §6.3 OWNER'S RIGHT TO CLEAN UP §CM if a dispute arises among the Contractor,separate contractors and the Owner as to the responsibility under their respective contracts formaintaining 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 vE WORK 7.1 GENERAL §7.1.1 Changes in the Work may be accomplished after execution of the Contract,and without invalidating the Contract,'by Change Order,Construction Change Directive or order for a minor change in the Work,subject to the limitations-stated in this Article 7 and elsewhere in the Contract Documents. §7.1.2 A Change Order shall be based upon agreement among the Owner,Contractor and Architect;a Construction Change Directive requites agreement by the Owner and Architect and may or may not be agreed to by the to Contractor,an order for a trlinor lie in the Work may be issued by the Architect alone. §7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents,and the Contractor shall proceed,promptly, unless otherwise provided in the Change Order,Construction Change Directive or order for a minor change in the Work. §7.2 CHANGE ORDERS §72.1 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 charige In-f.W-4Drk; .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 Section 7.3.3. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect;,tilh=ting a change in the Work prior to agreement on adjustment,if any,in the Contract Sum or Contract Tim,or bo.>`.Vllhe Owner may by Construction Change Directive, without invalidating the Contract,order changes in the Wo*within the general scope of the Contract consisting of additions,deletions or other revisions,the Contract Sum and Contract Time being adjusted accordingly. r�r §7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. alt- AIA Document A201=-1997.Copyright 01911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Arehiiects. All rights reserved. WARNING:This A10 Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIAa Document,or any portion of it,may result in severe civil and criminal,penalties,and will be prosecuted to the maximum extent possible under the'low. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order Nn IM01175R9 i whif�hnvnirnn nn ri/iWO M C --A;.....u,s., --I- wr .r. §7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, to adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient,substantiating data to permit evaluation; 2 unit prices stated in the Contract Documents or subsequently a upon; .3 cost to be determined>ina manner agreed upon by the parti s and a mutually acceptable fixed or percentage fee;or low .4 as provided in Section 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 to Contractor's agreement or disagreement with the method,if any, W provided in the Construction Change Directive for determining the proposed adjustment in to Contract Sum or Contract Time. war. §7.3.5 A Construction Change Directive signed by the Contractor indicates to agreement of to Contractor therewith,including adjustment in Contract Sum and Contract Time or to method for determining them.Such agreement shall be effective immediately and shall be recorded as a Change Order. 40 §7.3.£If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change,including,in case of an increase in the Contract Sum,a reasonable allowance for overhead and profit.In such case,and also under Section 7.3.3.3,to Contractor shall keep and preseait,in such form as the Architect may prescribe,an itemized accounting together with appropriate supporting data. Unless otherwise provided in to Contract Documents,costs for the purposes of this Section 7.3.6 shall be limited to the following: 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 1W consumed; -3 rental costs of machinery and equipment,exclusive of hand tools,whether rented from to Contractor or others; .4 costs of pMtWums for all'bonds and insurance,permit fees,and sales, use or similar taxes related to to the Work;and .5 additional costs of supervision and field office personnel directly attributable to the change. §7.3.7 The arnpurit of credit to be allowed by to Contractor to to Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by to Architect. When both additions and credits covering related Work or substitutions are involved in a change,the allowance for overhead and profit shall .e+ 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 to Owner,amounts not in dispute for such changes in the Work shall be included in Applications for Payment accompanied by a Change rr Order indicating the parties'agreement with part or all of such costs.For any portion of such cost that remains in dispute, the Architect will make an interim determination for purposes of monthly certification for payment for those costs. That determination of cost shall adjust the Contract Sum on the same basis as a'Change Order, subject to the right of either part Vr y 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 concerning the adjrtsttnents in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments,such ,,w A&Ilftment 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 to Contract Sum or extension of to 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 to Owner and Contractor.The Contractor low shall carry out such written orders promptly. AIA Document A201-—1997.Copyright ®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved- WARNING:This AIA'r Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document,or any portion of it.may result in severe civil and criminal penalties,and will be 40 prosecuted to the maximum extent possible under the law. this document was produced by AlA software at 15.08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. ARTICLE'!8 TIME 8.1 DEFINITIONS §8.1.1 Unless otherwise provided,Contract Time is the period of time,including authorized adjustments,allotted in the Contract Documents for Substantial Completion of the Work. 8.1.2 The date of commencement of the Work is the date established in the Agreement. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. 8.1.4 The term"day"as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. §82 PROGRESS AND COMPLETION §8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract.By executing the Agreement 4 the Contractor confirms that the Contract Time is a reasonable period for performing the Work. §8.2.2 The Contractor sball.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 i l to be furnished by the Contractor and Owner.The date of commencement of the Work shall not be changed by the effective date of such insurance.Unless the date of commencement is established by the Contract Documents or a notice to proceed given by the Owner,the Contractor shall notify the Owner in writing not less than five days or Iii other agreed period before Fencing the Work to permit the timely filing of mortgages,mechanic's liens and other security;interests. §82,3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. §8.3 DELAYS AND MENSIONS OF TIME 10 §'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. �r §8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Section 4.3. §8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMEMAWCOMPLETION 9.1 CONTRACT SUM '�► §9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. §!9.2 SCHEDULE OF VALUES §9.2.1 Before the first Application for Payment,the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work,prepared in such 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. §93 APPLICATIONS FOR PAYMENT to §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 AIA Document A201-—1997.Copyright 0 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All tights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of It may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA'soltware at 15:08:04 on ostia12004 under Order No.1000117682 1 which expires on 51101200S_and is not for resale. wr ► 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. §9.3.1_1 As provided in Section 7.3.8,such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives,or by interim determinations of the Architect, but not yet included in Change Orders. �,,,► §9.3.1_2 Such applications may not include requests for payment for portions of the Work for which the Contractor does not intend to pay to a Subcontractor or material supplier, unless such Work has been performed by others whom the Contractor intends to pay. der §'9.3.2 Unless otherwise provided in the Contract Documents,payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner,payment may similarly be made for materials and equipment suitably stored off the site at a location Aw agreed upon in 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. w §9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment.The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief,be free and clear of 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 Section 9.5.1. §9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data 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 from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However,the issuance of a Certificate for Payment will not be a representation that the Architect has(1)made exhaustive or continuous on- site;inspections to chedk the quality or quantity of the Work, (2)reviewed construction means,methods,techniques, wrr 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 Section 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 Section 9.4.1. If the Contractor and Architect cannot agree on a revised atnbunt.the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make Such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence,may nullify the whole or a part of a Certificate for Payment previously issued,to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible,including loss resulting from acts and omissions described in Section 3.3.2,because of: .1 defective Work not remedied; AIA Document A2r/1 To—'1997.Copyright*1911,1915,1918, 1925,1937,1951,1958,1961,1963,1966,1967,1870,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIW Document is protected by U.S.Copyright Low and international Treaties. Unauthorized reproduction or distribution of this,AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be Us prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 15.'08:04 on 08/1&2004 under Order No.1000117582 1 which expires on 5110/2005,and is not for resale. iw .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor,materials or equipment; A reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor, .6 reasonable evidence that the Work will not be completed within the Contract Time,and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. §9.5.2 When the above reasons for withholding certification are removed,certification will be made for amounts " previously withheld. §9.6 PROGRESS PAYMENTS +1111 §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 skull promptly pay each Subcontractor, upon receipt of payment from the Owner,out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work,the amount to which said Subcontractor is entitled,reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work.The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in a similar manner. §9.6.3 The Architect will,on request, furnish to a Subcontractor, if practicable,information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. §.9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor except as may otherwise be required by law. §9.6.9 payment to material suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9,6.4. wo §9.6.6 A Certificate for Payment,a progress payment,or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. §9.9.7 Unless the Contractor provides.the Owner with a payment bond in the full penal sum of the Contract Sum, payments-received by the'Contrac'tor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials,or both,under " contract with the Contractor for which payment was made by the Owner.Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor,shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall»entitle any person or entity ail► to an award of punitive damages against the Contractor for breach of the requirements of this provision. 9.7 FAILURE OF PAYMENT §-9.7.1 If the Architect does not issue a Certificate for Payment,through no fault of the Contractor,within seven days after receipt of the Contractor's Application for Payment,or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by Attritration,then the Contractor may,upon seven additional days' written notice to the Owner and Architect,stop the Mrl Wank Until payment of the amount owing has been received.The Contract Time shall be extended appropriately and the COnttmct 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 the Contract Documents. AIA Document A2011FM—1997.Copyright®'1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA* Document 3s,protected by U.S.copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAO Document,or any portion of it,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15-08:04 on 08118/2004 under Order No.1000117582_1 which expires on 5/1012005,and is not for resale. so aw §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 subnut to the Architect a comprehensive list of items to be completed or corrected prior to final payment.Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. §9.8.3 Upon receipt of the Contractor's list,the Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses any item,whether or not included on the Contractor's list,which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use, the Contractor .rr shall, before issuance of the Certificate of Substantial Completion,complete or correct such item upon notification by the Architect.In such case,the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. 9.8.4,'When the Work or designated portion thereof is substantially complete,the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion,shall establish responsibilities of the Owner and Contractor for security, maintenance,heat,utilities,damage to the Work and insurance,and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate.Warranties required:bythe 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. §9.9 PARTIAL OCCUPANCY OR USE §9:9.1 The Owner may occupy or use.any completed or partially completed portion of the Work at any stage when 010 such onion is designated grated by separate agreement with the Contractor,provided such occupancy or use is consented to by the insurer as required under Section 11.4.1.5 and authorized by public authorities having jurisdiction over the Work.Such partial occupancy or use may commence whether or not the portion is substantially complete,provided 00 the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage,if any,security, maintenance,heat, utilities,damage to the Work and insurance,and have agreed in writing concerning the period for toixeOtion of the Work and commencement of warranties required by the Contract Documents.When the Contractor considers a portion substantially complete,the Contractor shall prepare and "" submit a list to the Architect as provided under Section 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. VW §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 VV 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. sw §9.10 FINAL COMPLETION AND FINAL PAYMENT §.9,10,1 Upon Xweipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of Art a final A OC911on 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 4W and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in AIA Document A201 TM—1997.Copyright C 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ate Document Is protected by U.S.Copyright Law and international Treaties. as Unauthorized reproduction or distribution of this Al a Document,or any portion of it,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15.W.04 on 0811$12004 under order No.1000117582_1 which expires on 5/10/2005,and is not for resale. W the final Certificate is due and payable.The Architect's final Certificate'for Payment will constitute'a further 10 representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. Will §9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect(1)an affidavit that payrolls,bills for materials and equipment,and other indebtedness connected with the Work for which the Owner or the Owner's property'might be responsible or encumbered(less amounts withheld by Owner)have been paid or otherwise satisfied,(2)a certificate evidencing that insurance required by the s Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days'prior written notice has been given to the Owner,(3)a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents,(4)consent of surety,if any, to final payment and(5),if required by the Owner,other data establishing payment or satisfaction of obligations,such as receipts,releases and waivers of liens,claims,security interests or encumbrances arising out of the Contract,to the extent and in such form as may be designated by the Owner.If a Subcontractor refuses to furnish a release or waiver required by the Owner,the Contractor may furnish a W bond satisfactory to the Owner to indemnify the Owner against such lien.If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien,including all costs and reasonable attorneys' fees. §$.10.3 If,after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion,and the Architect so confirms,the Owner shall,upon application by the Contractor and certification by the Architect,and without terminating the rid Contract,snake payment of the balance due for that portion of the Work fully completed and accepted.If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents,and if bonds have been furnished,the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment.Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. §8.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: A 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 M .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 40 the time of final Application for Payment. ARTICLE10 PROTECTION OF PERSONS AND PROPERTY to §10.1 SAFETY PRECAUTIONS AND PROGRAMS 1041.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. lilt 10.2 SAFETY OF PERSONS AND PROPERTY §10.2.1 The Contractor shall sake reasonable precautions for safety of,and shall provide reasonable protection to prevent damage,injury or loss to: .1 employees on the Work and other persons who may 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 Contractor's Subcontractors or Sub- subcontractors;and .3 other property at the site or adjacent thereto,such as trees, shrubs,lawns, walks,pavements, roadways,structures and utilities not designated for removal,relocation or replacement in the course of construction. §10.2.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage,injury or loss. AIA Document A201 Tu—1997.Copyright ®1911,1915,1918,1925, 1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIA'r Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document,or any portion of 14 may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the few. This document was produced by AIA software at 15:08:04 on 08/18/2004 under order No.1000117582_1 which expires on 5110/2005,and is not for resale. sw 10.2.3 The Contractor shall erect and maintain,as required by existing,conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. §10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work,the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. §10.2.5 The Contractor shall promptly remedy damage and loss(other than damage or loss insured under property insurance required by the Contract Documents)to property referred to in Sections 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 Sections 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 Section 3.18. §10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty ow shall be the prevention of accidents.This;person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. §10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its �. safety. 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 affectedarea and report the condition to the Owner and Architect in writing. §10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported-by the Contractor and,in the event such material or substance is found to be present, to verify that it has been rendered harmless.ilnlew otherwise required by the Contract Documents,the Owner shalt furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance.The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not•either has reasonable objection to the persons or entities proposed by the Owner.If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall Propose another to whom the Contractor and the Architect have no reasonable 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 if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless,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)and provided that such damage,loss or expense is not due to the sole negligence of a party seelang indemnity. §'10.4 The Owner shall not be responsible under Section 10.3 for materials and substances brought to the site by the Contractor unless such materials or substances were required by the Contract Documents. AIA Document A201-—1997.Copyright ®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. Ali tights reserved. WARNING:This Al a Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this Al a Document,or any portion of It,may result in severe civil and criminal penalties.and will be +� prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. r�r §10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the cost of remediation of 1111► 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 Section 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS §11.1 CONTRACTOR'S LIABILITY INSURANCE ow §11.1.1 The Contractor shall purchase from and maintain ina>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 go Contractor's employees; .3 claims for damages because of bodily injury,sickness or disease,or death of any person other than the Contractor's employees; , A claims for damages insured by usual personal injury liability coverage; .5 claims for damages,other than to the Work itself, because of injury to or destruction of tangible property!,including loss of use resulting therefrom; .6 claims for damages because of bodily injury,death of a<person or property damage arising out of ttrtl ownership,maintenance or use of a motor vehicle; .7 claims for bodily injury or property damage arising out of completed operations;and 8 claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. §11:1.2 The insurance required by Section 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 wir occurrence or claims-made basis,shall be maintained without interruption from date of commencement of the Work until date of fmai 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 s the Work.These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner.If any of the foregoing insurance coverages are required to remain in force after + final payment and are reasonably available,an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Section 9.10.2.Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate,or both,shall be furnished by tlllr the Contractor with reasonable promptness in accordance with the Contractor's information and belief. §11.2 OWNER'S LIABILITY INSURANCE §11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. '�► §11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE §11.3.1 OptioWi ly, the Owner may require the Contractor to purchase and maintain Project Management Protective Liablli irituninnce from the Contractor's usual sources as,primary coverage for the Owner's,Contractor's and Acchiltect'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 limits of liability purchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liability Insurance under Sections 11.1.1.2 through 11.1.1.5. 41111116 AIA'Document A201Tu—1997.copyright®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document Is protected by U.S.Copyright Law and International Trestles. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by ALA software at 15:08:04 on 08/18/2004 under Order as No.10001175821 which expires on 5/10/2005,and is not for resale. _----------- W. §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 Section 1 L 1. §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 materials supplied or installed by others,comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by al l persons and entities who are beneficiaries of such insurance,>until final payment has been made as provided<in Section 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this>Section 11.4 to be covered, whichever is later.This insurance shall include interests of the Owner, the Contractor,Subcontractors and Sub- 00 subcontractors in the Project. §'11.4.1.1 Property insurance shall be on an "all-risk"or equivalent policy form and shall include, without limitation, MW insurance against the perils of fire(with extended coverage)and physical loss or damage including, without duplication of coverage, theft,vandalism,malicious mischief,collapse,earthquake,flood,windstorm, falsework, testing and startup,terrgxx-wy>buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements,and shall cover reasonable compensation for Architect's and Contractor's services go and expenses required as.a result of such insured loss. §11 AJ.2'If the Owner does not intend to purchase such property insurance required by the Contract and with all of WE the coverages in the amount described above,the Owner shall so inform the Contractor in writing prior to commencement of the Work.The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and 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 purchase or 0 maintain insurance as described above,without so notifying the Contractor in writing,then the Owner shall bear all reasonable costs properly attributable thereto. .,r §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 we in transit. §11.4.1.5'Partial ooMpancy or use in accordance with Section 9.9 shall not commence until the insurance company as 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 .r 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=d 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.The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. AtA Document A201TM—1997.Copyright 01911,1915,1918,1925, 1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale'Document is protected by U.S_Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1 812 0 04 under Order No.1000117582 1 which expires on 5/10/2005,and is not forresale. sit §11.4.+4 If the Contractor requests in writing that insurance for risks other than those described herein or other 1W special causes of loss be included in the property insurance policy,the Owner shall,if possible, include such insurance,and the cost thereof shall be charged to the Contractor by appropriate Change Order. §11.4.5 If during the Project construction period the Owner insures properties,real or personal or both,at or adjacent x'04 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 Section , 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 Section 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 30 days' prior written notice has been given to the Contractor. §11.4.7 Waivers of Subrogation. The Owner and Contractor waive all rights against(1)each other and any of their subcontractors,sub-subcontractors,agents and employees,each of the other,and(2)the Architect,Architect's consultants,separate contractors described in Article 6, if any,and any of their subcontractors, sub-subcontractors, agents and employees,for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to this Section 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.The Owner or Contractor,as appropriate,shall require of the Architect,Architect's consultants,separate contractors described in Article 6, if any,and the subcontractors,sub-subcontractors,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. §1'1:4.8 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 Section 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. §I I A.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 accordance with such agreement as the parties in interest may reach,or in accordance with an arbitration award in WfAch case the procedure shall be as provided in Section 4.6.If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience,replacement of damaged Itir 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 one of the parties in to 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 Sections 4.5 and 4.6.The Owner as fiduciary shall,in the rase of arbitration,make settlement with insurers in accordance with directions of the arbitrators. If distribution ttal 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. AIA Document A201TM—1997.copyright ®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1967 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA* Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of It.may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent,possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5110/2005,and is not for resale. ,,W §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. ow 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, rr correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. 12.2 CORRECTION OF WORK 40 §12.2.1 BEFORE OR A 7ER 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 `dW 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 ease, §12.2.2 AFTER SUBSTANTIAL COMPLETION §12.2-2.1 In addition to the Contractor's obligations under Section 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 Section 9.9.1,or by terms of an applicable special warranty required by the Contract Documents, any of-the Work is found to be not in accordance with the requirements of the Contract Documents,the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the COrttractor a written acceptance of such condition. The Owner shall give such notice promptly after ww discovery of the condition.During the one-year period for correction of Work,if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction,the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor fails to correct s nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.4. §12.2.2.2 The one-year period lox-correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. §12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the �r Contractor pursuant to this Section 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 ,W partially completed,of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to +' other obligations which'the Contractor might have under the Contract Documents.Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work,and has no relationship to the time within which the obligation to comply with the Contract AIA Document Awl-—1997.Copyright 0 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American institute of Architects. All rights reserved. WARNING:This AIAe' Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ate Document,or portion of IL may result In severe civil and criminal penalties,and will be rr prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08c04 on 08/18/2004 under Order No.1000117582_I which expires on 5/1{)/2005,and is not for resale. User Notes* t 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 00 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. 46 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. 10 §13.2 SUCCESSORS AND ASSIGNS §13.2.1 The Owner and Contractor respectively bind themselves, their partners,successors,assigns and legal representatives to the other party hereto and to partners,successors, assigns and legal representatives of such other party in respect to covenants,agreements and obligations contained in the Contract Documents. Except as provided in Section 13.22,neither party to the Contract shall assign the Contract as a whole without written consent of the other.lfeither party attempts to make such an assignment without such consent,that party shall nevertheless remain 40 legally responsible for all obligations under the Contract. §13.2.2 The Owner xnay,without consent of the Contractor, assign the Contract to an 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. lei §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. §fi3,4 RIGHTS AND REMEDIES §33,4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder to 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. of §13.5 TESTS AND INSPECTIONS §13.51 Tests,inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances,toles, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided,the Contractor shall make arrangements for such tests,inspections and approvals with an independent testing laboratory or entity acceptable to the Owner,or with the appropriate public authority,and shall bear all related costs of tests, inspections and approvals.The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures.The 40 Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are received or negotiations concluded. §13.52 Ifthe Architect,Owner or public authorities having jurisdiction determine that portions of the Work require am additional testing, inspection or approval not included under Section 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 brat when and where tests and inspections are to be made so that the Architect may be present for such procedures.Such costs,except as provided in Section 13.5.3,shall be at the Owner's expense. AIA Document A201 TO—1997.Copyright ®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAO Document is protected by U.S.Copyright Low and international Treaties. Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. 1-c9oaaoc1an, User Notes: err §13.5.3 If such procedures for testing,inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents,all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. §13.5.4 Required certificates of testing,inspection or approval shall, unless otherwise required'by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. §13.5.5 If the Architects 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 testing. er §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 +r• §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; ow .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 do 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 owl 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 Section 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Section 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. 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 ws 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; .w .2 an act of government,such as a declaration of national emergency which requires all Work to be stopped; .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1,or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents;or .4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Section 2.2.1. er §14.1.2 The Contractor may terminate the Contract if,through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor,repeated suspensions,delays or interruptions of the entire Work AIA Document A201 Tu—1997.Copyright ®1911,1915,1918,1925, 1937, 1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AlAe Document is protected by U.S.Copyright Law and international Treaties. Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be Prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08111112004 under Order No.1000117582 1 which expires on 5/1012005,and is not for resale. User Notes: t3552f rWiPM rr by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of IN days scheduled for completion,or 120 days in any 365-day period, whichever is less. §14.1.3 If one of the reasons described in Section 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 tom, 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 60 consecutive days through no act or fault of the Contractor or a 01 Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may,upon seven additional days'written notice to the Owner and the Architect,terminate the Contract and recover from the Owner as provided in Section 14.1.3. §14.2 TERMINATION BY THE OWNER FOR CAUSE tr» §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; 10 .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws,ordinances,or rules,regulations or orders of a public authority having jurisdiction;or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. §143.2 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 Section 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 Section 14.2.1,the Contractor shall lit not be entitled to receive further payment until the Work is finished. §'14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for r,t the Architect's services and expenses made necessary;thereby,and other damages incurred by the Owner and not expressly waived,such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner.The amount to be paid to the Contractor or Owner,as the case may be,shall be certified by the Architect,upon application,and this obligation for payment shall survive ` termination of the Contract. §14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE w 14.3.1 The Owner may,without cause,order the Contractor in writing to suspend,delay or interrupt the Work in whole or in pari for such period of time as the Owner may determine. §14.33 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 Section 14.3.1. Adjustment of the Contract Sum shall include profit.No atijusRtment shall be made to the extent: .1 that performance is, was or would have been so suspended,delayed or interrupted by another cause , for which the Contractor is responsible;or .2 that an equitable adjustment is made or denied under another provision of the Contract. AIA Document A201 T'"—1997.Copyright ®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American InstiMe of Architects. All rights reserved. WARNING:This A1A4' Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/182004 under Order No.1000117582_i which expires on 511012005,and is not for resale. t35F9f�R59m User Notes: w 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE 14.4.1 The Owner may,at any time,terminate the Contract for the Owner's convenience and without cause. 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience,the rt 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 .r .3 except for Work directed to be performed prior to the effective date of terrrnnation stated in the notice,terminate all existing subcontracts and,purchase orders and enter into no further subcontracts and purchase orders. re §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. rr irr wr rr r .ir r rw AIA t)oeument A201TM-1997.Copyright ®1911,1915,1918,1925, 1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Al a Document,or any portion of It,may result in severe civil and criminal;penalties,and will be ra prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15.08:04 on 08/18/2004 under Order N0.1000117582 1 which expires on 5/10/2005,and is not for resale. User Notes: (35526655201 BU'RNETT LINEAR PARK—PHASE SUPPLEMENTARY GENERAL CONDITIONS SECTION 00800 TERMS OF MODIFICATIONS AND SUPPLEMENTS A. The following supplements shall modify, delete, and/or add to the General "" Conditions or<Instructions to Bidders. Where any article,paragraph, or subparagraph in the General Conditions is supplemented by one of the following paragraphs, the provisions of such article,<paragraph, or subparagraph shall remain in effect and the supplemental provisions shall be considered as added thereto. Where any article, paragraph, or subparagraph in the General Conditions is amended, voided, or superseded by any of the following paragraphs, the ..► provisions of such article, paragraph, or subparagraph not so amended, voided, or superseded shall remain in effect. 2. ADDITIONAL MODIFICATIONS AND SUPPLEMENTS The supplements referenced within this section are identified with the same number and r title used for that topic in the General Conditions. A. ARTICLE I A — BASIC DEFINITIONS Supplement Article 1.1 with the following: 1.1.8 Final Completion The designated time following Substantial Completion when all work has been signed off by the Engineer. In addition to the requirements of Substantial Completion, Final Completion shall include, but not be limited to receipt of all �,. Record'Drawings, Operations and Maintenance Manuals, 'Warranties, and resolution of all Punch List Items. B. ARTICLE 1.2—CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS Supplement Article 1.2 with the following: 1.2.4 Contract Drawings The following drawings are a part of the Contract Documents: TITLE Cover C1 Survey Landscape L1 Sedimentation Control and Demolition Plan L2 Layout Plan L3 Grading and Drainage Plan L4 Planting Plan and Schedule L5 Irrigation Plan L6 Irrigation Notes and Details 00800 PAGE 1 BURNETT LINEAR PARK-PHASE 2 to SUPPLEMENTARY GENERAL CONDITIONS SECTION 00800 to D1 Site Details D2 Site Details D3 Planting Details C. ARTICLE 3.2—REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR err Supplement Article 3.2 with the following: 3.2.4 A pre-bid meeting has been set for November 16, 2007 at 10:00 a.m. The meeting will convene on site at Burnett Avenue South and South a Street. D. ARTICLE 4.3—CLAIMS AND DISPUTES Supplement Article 4.3 with the following: 4.3.11 Pursuant to the requirements of the General Conditions, the Liquidated Damages for failure to achieve Substantial Completion within 120 days of the Notice to Proceed as required shall be $500.00 per day, and for failure to achieve Final Completion within an additional fourtenn days after Substantial Completion shall be 10% of the Liquidate Damages daily rate for failure to achieve Substantial Completion. The damages stipulated above are to be deducted as Liquidated Damages from any monies due or to become due. E. ARTICLE 8.2— PROGRESS AND COMPLETION Supplement Article 8.2 with the following: a 8.2.4 The Contract, in its entirety, shall reach Substantial Completion within 120 calendar days, dating from date of award of the contract, and shall reach Final „l, Completion within 14 calendars days of Substantial Completion. F. ARTICLE 11 — INSURANCE AND BONDS ow Refer to Conditions in Section 00920 and modify where necessary to include these insurance requirements. END OF SECTION wr► �w 00800 PAGE 2 irr BURNETT LINEAR PARK—PHASE 2 MODIFICATIONS TO GENERAL CONDITIONS SECTION 00810 w■ 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 1.1 — INSURANCE AND BONDS 1. Refer to Conditions in Section 00920 and modify where necessary to include these insurance requirements. END OF SECTION 4W WW .. am 00810 PAGE 1 BURNETT LINEAR<PARK—PHASE 2 SPECIAL CONDITIONS SECTION 00900 +err 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.ini.wa.pov/prevailingwaae 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 w 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 paving 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. +w 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. 00900 PAGE 1 BURN'ETT LINEAR PARK—PHASE'2 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 fait, 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 ww 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. 00900 PAGE 2 wr BURNETT,LINEAR PARK-PHASE 2 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, W 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 w 00900 PAGE 3 BURNETT LINEAR PARK—PHASE 2 BOND TO THE CITY OF R'!ENTON FORM SECTION>s00910 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 ,'2006. 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 carving 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 aw END OF SECTION 00910 PAGE 1 +w BURNETT LINEAR PARK—PHASE 2 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 'r Owned Vehicles Non-Owned Vehicles • Hired Vehicles (3) Worker's 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 00920 PAGE 1 BURNETT LINEAR PARK—PHASE 2 INSURANCE& RELATED REQUIREMENTS SECTION 00920 2. Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) 3. Worker's 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, cancelled 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: Ab "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 45 days written notice to the certificate holder named to the left." Alli 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 00 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 coverage is in force. a 6. Required insurance coverage shall be maintained throughout the term of this contract, except Automobile Liability and Worker's Compensation, for a period of two (2) ``years after the date of substantial completion of the project. 00920 PAGE 2 BURNETT LINEAR PARK—PHASE,2 INSURANCE & RELATED REQUIREMENTS SECTION 00920 7. On all Certificates of Insurance, the Certificate Holder shall be listed as "City of Renton, Washington, Attention: Todd Black, Project Manager." END OF SECTION err gin As 00920 PAGE 3 all t DIVISION I MW BURNETT LINEAR PARK-PHASE 2 SUMMARY OF WORK SECTION 01010 ON PART 1 -GENERAL ar 1.01 Work Covered by the Contract'Documents: A. General Description of the Work: The median in Burnett Avenue South between South 6th Street and South 7th Street will be renovated per drawings and specifications and includes: 1. Base Bid: All work included in the Contract Documents. 2. The Contract includes the following types of work: a. Demolition and site preparation (TESCP), temporary fencing and traffic control, sod stripping, removal of trees and shrubs, miscellaneous site furnishings, pavements and curbs. b. Earthwork including hauling of unsuitable soils, importation of structural fill, and topsoil. C. Storm drainage. d. Concrete, walls, curbs, and a sculpture base. e. Paving including poured-in-place concrete, and asphaltic concrete patching. f. Plastic crosswalk striping. g. Site furnishings including picnic tables, benches, trash receptacles, and signs. h. Irrigation, topsoil and planting. i. Maintenance through final acceptance. B. Base Bid: The base bid work includes all work defined on the drawings and included in the project manual except portions of the planting and irrigation work that is specifically identified as Additive Alternate#1 on the drawings. C. Additive Alternate#1,: Specific areas of plant bed preparation, planting and plant bed irrigation identified as Additive Alternate#1 on the drawings in lieu of base bid lawn irrigation and seeding included in the base bid including an alternate location for two picnic tables. " D. Additive Alternate#2: Demolition and reconstruction of a section of concrete walk at the north end of the project including turf grass restoration as necessary. 1.02 SCOPE A. The work included in this contract is defined on the drawings listed in 'Section 00800, and within these specifications. aw B. The work under this contract is to provide and furnish and/or install all labor, materials and equipment, as may be required to complete the work identified and described in these documents. .M 01010 PAGE 1 a BURNETT LINEAR PARK—PHASE'2 SUMMARY OF WORK SECTION 01010 C. The Owner will provide specific materials identified in the documents for Contractor installation. D. The Contractor will salvage designated picnic tables, sign and sculpture for reinstallation under this contract. 1.03 LOCATION The work area for the contract is the median strip in Burnett Avenue South between .W South 6th Street and South 7th Street in Renton, WA. 1.04 ACCESS TO SITE The Contractor shall have access to the construction site from adjacent public streets. Parking and lay down area is provided at the;southeast corner of Burnett Avenue South and South 7th Street. 1.05 OWNER-FURNISHED MATERIAL FOR CONTRACTOR INSTALLATION a. New or refurbished picnic table tops and picnic table wood seats. b. Refurbished steel rod sculpture. Contractor to remove sculpture from existing concrete base and deliver and pickup from Renton Technical College. Owner will coordinate refurbishing. Contractor shall reinstall sculpture. 1.06 PREO'RDERED MATERIALS None. 1.07 ENGINEERING AND INSPECTION The engineers, inspectors, and consultants of the City of Renton will perform the necessary inspection work except as otherwise specified in the Contract Documents. 1.08 COORDINATION .r A. The Contractor shall coordinate its activity with the City of Renton to minimize interference with City activities and roadway traffic. All costs associated with coordination of the work shall be considered incidental to the related bid items of r1°� work. B. The Contractor shall coordinate site construction activities including site access, parking and lay-down areas with roadway traffic. The Contractor shall keep traffic on adjacent roadways open to traffic with minimum time delays and disruptions. 1.09 WATER QUALITY MONITORING Contractor shall provide water quality monitoring as required to demonstrate compliance with related project permits and approvals. Water quality monitoring procedures shall 01010 PAGE 2 BURNETT LINEAR PARK—PHASE 2 SUMMARY OF WORK SECTION 01010 am be described in the Work Plan and Quality Assurance Plan to be submitted and approved by the City prior to commencing work. 1.10 TRAFFIC CONTROL A. During the course of the work, the Contractor shall be responsible for,providing adequate flaggers, signs, and other traffic control devices for the protection of the Contractor's work and the public. Flagging, signs, and all other traffic control devices furnished shall conform to established Washington State'Department of .. Transportation standards. 'Contractor shall be liable for injuries and damages to persons and property suffered by reason of the Contractor's operations or any negligence in connection with traffic control activities. wr+ B. See Section 01570—Traffic Regulation. END OF SECTION 01010 PAGE 3 " BURNETT LINEAR PARK-PHASE 2 SPECIAL PROVISIONS SECTION 01015 me PART 1 GENERAL 1.01 SPECIAL PROVISIONS aw 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 r„ 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". 6. 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 01015 PAGE 1 BURNETT LINEAR PARK—PHASE 2 SPECIAL PROVISIONS SECTION 01015 irrr 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 .r 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 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. AWI: 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 ,rr C'RSI: Concrete Reinforcing Steel Institute, 38 South Dearborn St., Chicago,,lll. 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. 01015 PAGE 2 rr BURNETT LINEAR PARK—PHASE 2 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 `w 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 ti. 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 01015 PAGE 3 Aw BURNETT LINEAR PARK—PHASE 2 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 .r 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 fully 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 .w 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 wry 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 01015 PAGE 4 r BURNETT LINEAR PARK—PHASE 2 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, dw and 3. To any delays of subcontractors or suppliers occasioned by any of the causes specified in subsections 1 and 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 aw incorporated into the Contract. 1.08 PAYMENTS No A. Progress Payments: Progress payments will be made based upon the value of the work performed and of the materials suitably stored at the site as 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'bythe 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. 01015 PAGE 5 BURNETT LINEAR PARK—PHASE 2 SPECIAL PROVISIONS SECTION 01015 1.09 INSTRUCTIONS All instructions will be given to the Contractor, onto 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 w 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 .t 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. rr 7. Slurry Type Materials: Materials such as concrete slurry or liquid epoxy mix or other substance that may harden in the sewer system. 01015 PAGE 6 BURNETT LINEAR PARK-PHASE 2 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 01015 PAGE 7 BURNETT LINEAR PARK—PHASE'2 MEASUREMENT AND PAYMENT SECTION 01025 vw PART GENERAL 1.01 RELATED WORK DESCRIBED ELSEWHERE The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions, and other sections of the General Requirements, apply to this work as if specified herein. 1.02 MEASUREMENT OF QUANTITIES .w A. In measuring all acceptably completed bid items of work, the Engineer will use United States standard measure, make all measurements as described in this w� section unless individual Specifications require otherwise, follow methods generally recognized as conforming to good engineering practice, conform to the usual practice of carrying measurements and computations to the proper significant figure or fraction of units for each item, and measure horizontally or vertically unless otherwise specified. B. The basis of measurement for the items of work listed in the Bid Form shall be as follows: 1. "Lump Sum" or"Each Measured as a complete unit. Partial payment for lump sure items, if made, shall be based on the completed percentage of the related work as determined by the Engineer. All items on the bid form are "Lump Sum". The following basis for measurement is provided in the event + that they are needed for additions or deletions or to the work. 2. "Cubic Yard" or"Cubic Foot"— Measurement shall be based on in situ and final in-place dimensions. Volumes shall be determined by the average-end- area method, or other computation methods approved by the Engineer. Volume calculations for subaqueous work may be based on elevations and other data derived by bathymetric survey methods. 3. "Ton" —2,000 pounds of avoirdupois weight. The pay quantity shall be computed based on actual weight in the hauling vehicle. For each truckload, the Contractor shall furnish to the Engineer a certified weight ticket from the material supplier. Certified weight tickets shall clearly indicate the date, material supplier, project>name, bid item number, material description, and weight of the material delivered. 4. No measurement will be made for: "" a. Work performed or materials placed outside lines shown on the plans or established by the Engineer. b. Materials wasted, used, or disposed of in a manner contrary to the r• Contract. c. Rejected materials, including those rejected after placement if the rejection resulted from the Contractor's failure to comply with the ■. Contract. d. Hauling and disposing of rejected materials. wo 01025 PAGE 1 am BURNETT LINEAR PARK—PHASE'2 MEASUREMENT AND PAYMENT SECTION 01025 e. 'Material remaining on-hand after the work is complete, unless otherwise specified. f. Any work or material contrary to any Contract provisions. 00 1.03 PAYMENT A. The basis of payment will be the actual quantities of work performed according to the Contract and as specified for payment. Lump sum items will be paid based on the percentage of the work item completed. B. Payments will be made for work and labor performed and materials furnished under the Contract according to the lump sum or unit prices listed in the Bid Form unless otherwise provided. The contract unit prices shall be full payment to the ,■r Contractor for: 1. Furnishing all materials and performing all work under the Contrast'(including changes in the work, materials, or plans) in a complete and acceptable manner. 2. All risk,doss, damage, or expense of whatever character arising out of the nature or prosecution of the work. 3. All expense incurred resulting from a suspension or discontinuance of the work as specified under the Contract. B. The payment of any estimate or retained earnings shall not relieve the Contractor of the obligation to correct any defective work or materials. C. Unless the Contract documents provide otherwise, the unit contract prices for the various bid items shall be full payment for all labor, materials, supplies, equipment, tools, and incidentals required to completely incorporate the item into the work as though the item were to read "In Place." ,w 1.04 DELETED OR TERMINATED WORK The City of Renton may delete work by change order or may terminate the contract in whole or in part as provided in Section 00700 General Conditions. When the Contract is terminated in part, the partial termination shall be treated as a deletion change order for payment purposes under this section. 1.05 INCREASED OR DECREASED QUANTITIES Adjustments due to increased or decreased quantities will be made in accordance with Section 00700 - General Conditions. err ni 01025 PAGE 2 ■r BURNETT LINEAR PARK—PHASE 2 MEASUREMENT AND PAYMENT SECTION 01025 r` PART 2 PRODUCTS NOT APPLICABLE PART 3 EXECUTION NOT APPLICABLE aw END OF SECTION t. am low No .m aw sm aw 01025 PAGE 3 aw BURNETT LINEAR PARK—'PHASE 2 APPLICATION FOR PAYMENT SECTION 01027 aw PART 1 GENERAL aw 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. City of Renton Application for Payment: 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: 1. Totally fill in all schedule component work items. Show item "W number/scheduled dollar value/item Schedule of Values/01370. 2. Fill in dollar value in each column for each scheduled Tine 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. No 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 4W change order. 1.03 SUBMITTAL PROCEDURE im 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 low aw No 01027 PAGE 1 I w. BURNETT LINEAR PARK-PHASE 2 CHANGE ORDERS SECTION 01028 PART 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 `r 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: 'City of Renton, Community Services Department form 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 whore. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 01028 PAGE 1 BURNETT LINEAR PARK-PHASE 2 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. rr 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. 01028 PAGE 2 BURNETT LINEAR PARK-'PHASE 2 CHANGE ORDERS SECTION 01028 I.. 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. 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 rw .w as go 01028 PAGE 3 Aw BURNETT LINEAR PARK—PHASE 2 REGULATORY REQUIREMENTS SECTION 01060 a. PART GENERAL 1.01 SECTION INCLUDES ■r 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. w 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. wr D. Specification of Higher Standards: Drawings and Specifications govern whenever Drawings and Specifications require higher standards than are required by w. 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 01060 PAGE 1 BURNETT LINEAR PARK—PHASE 2 MEETINGS SECTION 01200 vw. PART GENERAL 1.01 PRECONSTRUCTION MEETING A. Notification Following the award, the City will notify the selected bidder of the time and date of the preconstruction meeting. B. Location The preconstruction meeting will be held at the Renton City Hall, 1055 South 1W Grady Way, Renton, WA 98055. C. Attendance im The following are requested to attend: 1. City of Renton representatives "o a. Project Engineer(s) b. Consultant C. Inspector 2. Contractor's>representatives a. Project Manager (Superintendent) r b. Contract Administrator C. Major Subcontractors D. Suggested Agenda 1. Communications and routing 2. Precontract'Submittals a. Certificate of Insurance b. Performance Bond C. Labor and Materials Payment»Bond d. Schedule of Values 3. Execution of the Contract 4. Discussion of the General Conditions 5. Discussion of the Special Conditions 6. Discussion of the General Requirements 7. Discussion of the Technical Specifications 8. Site visit 1.02 PROGRESS MEETINGS A. The City will schedule and administer weekly progress meetings throughout progress of the work. low 01200 PAGE 1 WM BURNETT LINEAR PARK—PHASE 2 + MEETINGS SECTION 01200 B. The City will arrange meetings; prepare standard agenda with copies for participants; preside at meetings; and record minutes and distribute copies within ten working days to the Contractor, meeting participants, and others affected by decisions made. C. Attendance is required for the Contractor's job superintendent, major subcontractors and suppliers, Engineer, and'City's representative as appropriate to the agenda topics for each meeting. D. Standard Agenda 1. Review minutes of previous meeting 2. Review of work progress 3. Field observations, problems, and decisions 4. Identification of problems that impede planned progress 5. Maintenance of progress schedule 6. Corrective measures to regain projected schedules 7. Planned progress during succeeding work period 8. Coordination of projected progress 9. Maintenance of quality and work standards 10. Effect of proposed changes on progress schedule and coordination 11. Demonstration that the project record drawings are up-to-date 12. Other business relating to the work 1W END OF SECTION rw 01200 PAGE 2 �r "" BURNETT LINEAR PARK—PHASE 2 SUBMITTALS SECTION 01300 00 PART GENERAL up 1.01 RELATED WORK iDESCRIBED ELSEWHERE A. The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions, and other sections of the General Requirements, apply to this work as if specified in this section. B. Division 1 contractual requirements for submittals: �•• Section 00800, Supplementary Conditions C. Individual submittals required in accordance with the pertinent sections of these specifications. r PART2 PRODUCTS 2.01 COMPLIANCE Failure to comply with these requirements shall be deemed as the Contractor's agreement to furnish the exact materials specified or materials selected by the Engineer based on these specifications. aw 2.02 SHOP DRAWINGS i. A. The City of Renton will not accept shop drawings that prohibit the City from making sepias or copies for its ovVn use. B. Quality: Shop drawings shall be prepared accurately to scale sufficiently large enough to indicate all pertinent features of the products and the method of fabrication, connection, erection, or assembly with respect to the work. C. All drawings submitted to the Engineer for this approval shall be drawn on sheets that are 22 inches wide by 34 inches long in overall dimensions or on small sheets that are multiples of 8-1/2 inches by 11 inches. D. Type of prints required: The Contractor shall submit six prints or copies of all shop drawings or supplemental working drawings in accordance with the General " Conditions. 2.03 MANUFACTURERS' LITERATURE A. The Contractor shall submit six(6) copies of manufacturers' literature for approval. yw. B. Catalog cuts or brochures shall show the type, size, ratings, style, color, manufacturer, and catalog number of each item and be complete enough to provide for positive and rapid identification in the field. Catalog data shall be submitted in an orderly bound form. General catalogs or partial lists will not be accepted. 01300 PAGE 1 BURNETT LINEAR PARK-PHASE 2 SUBMITTALS SECTION 01300 rim 2.04 SAMPLES A. The sample submitted shall be the exact or precise article proposed to be furnished. B. Samples, color chips, finish styles, etc., shall be submitted in sufficient,number as to provide the Engineer with alternate choices. 2.05 SUBSTITUTIONS .r A. The Contract is based on the materials, equipment, and methods described in the contract documents. W B. The Engineer will consider proposals for substitutions of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the Engineer to evaluate the proposed substitution. C. Do not substitute materials, equipment, or methods unless such substitution has been specifically approved in writing for this work by the Engineer. D. Requests for substitutions may be made after award. Such requests shall be accompanied by all technical data and costs, and delivery information. When, in the sole opinion of the Engineer, the product is equal or better in all respects to the product specified, it will be approved subject to contract requirements and the w► Contractor's assumption of all responsibility therefore. E. After written approval, this submission shall become a part of the Contract, and may not be deviated from except upon written approval of the City. F. Catalog data for equipment approved by the Engineer does not in any case supersede the contract documents. The approval by the Engineer shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless Contractor has in writing called the Engineer's attention to such deviations at the time of the submission, nor shall it relieve him from responsibility for errors " of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the contract documents for deviations and errors. G. It shall be the responsibility of the Contractor to ensure that items to be furnished fit the space available. Contractor shall make necessary field measurements to ascertain space requirements, including those for connections and shall order ' such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the drawings and specifications. H. Where equipment requiring different arrangement of connections from those shown as approved is used, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent on the drawings and specifications, and to make all changes in the work required by the different to 01300 PAGE 2 16 BURNETT LINEAR PARK-PHASE 2 SUBMITTALS SECTION 01300 aw arrangement of connections together with any cost of redesign necessitated thereby, all at Contractor's expense. aw 1. Where the phrase "or equal" or"or equal as approved by the Engineer" occurs in the contract documents, do not assume that material, equipment, or methods will be approved as equal by the Engineer unless the item has specifically been approved for this work by the Engineer. J. The decision of the Engineer shall be final. PART 3 EXECUTION 3.01 TRANSMITTALS A. General: The Contractor shall submit all shop drawings, catalog cuts, brochures and mailable samples accompanied with a transmittal form supplied by the City. Six copies of each submittal shall be transmitted. B. Preparation: A separate submittal form shall be prepared for each product or procedure and shall be further identified by referencing the Specification, the Section number and:paragraph number. Each submittal shall be numbered ow consecutively. C. Mailing: The original shall be sent in every instance and will be the Contractor's to record and final correspondence for every submittal. aw 3.02 COORDINATION A. Shop and detail drawings shall be submitted in related packages. All equipment ow or material details that are interdependent or are related in any way must be submitted indicating the complete installation. Submittals shall not be altered once approved for construction. Revisions shall be clearly marked and dated. ow Major<revisions must be submitted for approval. B. The Contractor shall thoroughly review all shop and detail drawings, prior to submittal, to ensure coordination with other parts of the work. The Contractor's failure to do this will be the cause for rejection. Submittals shall bear this approval stamp and initials. VW C. Components or materials that require shop drawings, and which arrive at the job site prior to approval of shop drawings, shall be considered as not being made for this project and shall be subject to rejection and removal from the premises. ,. END OF SECTION aw 01300 PAGE 3 Aw BURNETT'LINEAR PARK—PHASE 2 SHOP DRAWINGS, PRODUCT DATA, &SAMPLES SECTION 01340 PART'1 GENERAL 1.01 SECTION INCLUDES aw Submit Shop Drawings, Product Data and Samples required by the Contract Documents. • PART 2 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 ow resubmit until approved. B. Shop Drawings and;Product Data: Revise initial drawings or data, and resubmit as g specified for the initial submittal. 2.04 ARCHITECT'S REVIEW RESPONSIBILITIES to Reviewing is only for general conformance and compliance with Project Design concept and Contract.Documents. Any action shown is subject to Contract Documents' ,M requirements. Contractor is responsible for: 1. Dimensions (confirm and correlate at job site). 2. Fabrication processes; construction techniques. Aw 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 .. Im so 01340 PAGE 1 BURNETT LINEAR PARK—PHASE 2 SCHEDULE OF VALUES SECTION'01370 PART 1 -GENERAL 1.01 SECTION INCLUDES A. Within fourteen ( 14 ) days after signing contract and before the first application for first payment is made, submit Schedule of Values typed on referenced AIA documents G702 703 or facsimile to Architect. 1. Provide support data for values, if requested. 2. Use Schedule as basis for Application for Payment. 1.03 FORM AND CONTENT OF SUBMITTAL aw A. Generally follow Project Manual Table of Contents, as the format for fisting components: 1. Identify each line item with title of respective major Specification Section. 2. Include in each item a directly proportionate amount of Contractor's overhead and profit. 3. For items on which progress payments will be requested for stored materials, break down the cost into: w a. The cost of materials, delivered and unloaded. b. Total installed value (less taxes). C. Show Washington Sales Taxes as a separate item. or 4. For each ;line item of installed value exceeding $20,000, show breakdown by major products or operations under each item. 5. Round-off figures to nearest dollar amount. 6. Make sum of total scheduled costs equal to Contract sum. .. END OF SECTION «. 01370 PAGE 1 ow so BURNETT LINEAR PARK—PHASE 2 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 a. A. Maintain quality control over subcontractors and suppliers, manufacturers, products, services, site conditions, delivery schedules, and workmanship, to i4w produce work of specified quality. 1.03 WORKMANSHIP Aw 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. w•• 1<.04 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Architect 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 01400 `�" PAGE 1 ■' BURN'ETT LINEAR PARK-PHASE 2 INSPECTIONS&TESTS SECTION 01430 rrr PART GENERAL 1.01 SCOPE A. 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. aw 1.02 COSTS 4W A. 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 No 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. 4W 1.03 CODE;COMPLIANCE TESTING A. Inspections and tests required by codes, ordinances or by a plan approval authority, and w 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. •p 1.04 SUBMITTALS A. 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. aw B. Sitework: 1. Earthwork: Inspect excavations for conformance with specifications. 2. Depth and Class of material: Test surfacing for specified depth and class. 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. 01430 PAGE 1 BURNETT LINEAR PARK—'PHASE 2 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. ow C. Adherence to Schedule: When the testing laboratory is ready to test according to 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 40 the Contractor. ON END OF SECTION No �r .wr .r .r as wr ww 01430 PAGE 2 .. BURNETT LINEAR PARK—PHASE 2 CONSTRUCTION FACILITIES, UTILITIES, AND TEMPORARY CONTROLS SECTION 01500 aw PART1 GENERAL ow 1.01 REQUIREMENTS INCLUDE: A. Protection of Utilities B. Barriers '" - C. Protection of Property D. Erosion and Sediment Control E. Noise Control .. F. Automobile Parking G. Pollution Control aw 1.02 PROTECTION OF UTILITIES A. The Contractor is responsible for location and protection of all existing r.. 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 ow 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 No the field and checking with the appropriate agencies involved. The Contractor shall be solely responsible for any damage resulting from his operations. I B. The adjacent roads will be open to the public during the Work, and the Contractor will make every effort to avoid disruptions to traffic 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 construction operations. B. Provide temporary fencing as required to prevent public entry into the project area. C. Provide'barricades as required by governing authorities for protection of the public in r the public right-of-way. Maintain usable sidewalk access as much as practical during demolition operations. ow D. Provide for maintaining vehicular traffic around site, and prevent spillage of materials on public streets. Aw 01500 PAGE 1 r.r BURNETT LINEAR PARK—PHASE 2 +rw CONSTRUCTION FACILITIES, UTILITIES,AND TEMPORARY CONTROLS SECTION 01500 1.04 PROTECTION OF PROPERTY A. Provide temporary protection of existing improvements in public ROW areas beyond the property lines. Protect improvements from construction traffic and movement of heavy objects. B. Protect during the entire project: 1. Light fixtures, adjacent structures and sidewalks ` 2. Trees and shrubs, except those to be removed. C. Repair or replace any damaged items. 1.05 EROSION AND SEDIMENT CONTROL A. Set up temporary erosion control facilities as needed and required to prevent sediments entering into the existing storm water system and River. wr B. Separate sedimentation from water before discharging into storm system. 1.06 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. ft 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. 1.07 AUTOMOBILE 'PARKING wrr A. Workers' automobiles may be parked in the parking lot north of South 5th Street, one block north of the north end of the construction site or within the designated staging area at the southeast corner of Burnett Avenue South and South 7th Street. 1.08 POLLUTION CONTROL rrr 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. rr B. Excess dust created during demolition work shall be reduced to a minimum by spraying of water by the demolition contractor. END OF SECTION 01500 PAGE 2 ■r or BURNETT LINEAR PARK-PHASE 2 ENVIRONMENTAL CONTROLS SECTION 01560 MW PART GENERAL 1.01 RELATED WORK DESCRIBED ELSEWHERE w The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions, and other sections of the General Requirements, apply to r. this work as if specified in this section. 1.02 DESCRIPTION OF WORK rrr The work includes the requirements to maintain environmental controls by the Contractor until the acceptance of the Work. The work also includes compliance aw with all controls or ordinances with respect to safety, noise, dust, and traffic. 1.03 SITE MAINTENANCE 4. The Contractor shall keep the work site, staging areas, and Contractor's facilities clean and free from rubbish and debris. Materials and equipment shall be removed from the site when they are no longer necessary. Upon completion of the work and before final acceptance,the work site shall be cleared of equipment, unused materials, and rubbish to present a clean and neat appearance in conformance with the present condition of the site. w A. Site Preparation .w 1. The Contractor shall prepare a Surface Water Pollution Prevention'Plan (SWPPP) prior to construction activity. 2. The Contractor shall prepare a Spill Prevention, Containment and Countermeasure (SPCC) Plan prior to the start of construction activity (per paragraph 1.08). B. Clean-Up 1. Waste material of any kind shall not be permitted to remain on the site of the "' work or on adjacent streets. 'Immediately upon such materials becoming unfit for use in the work, they shall be collected, removed from the site, and disposed of by the Contractor. 00 2. The Contractor shall keep all buildings occupied by the'Contractor clear of all refuse, rubbish and debris that may accumulate from any source and shall ow keep them in a neat condition to the satisfaction of the Engineer. 3. In the event that waste material,;refuse, debris and/or rubbish are not removed from the work by the Contractor, the City reserves the right to have the waste material, refuse, debris and/or rubbish-removed. The expense of the removal and disposal will be charged to the Contractor. 4. Paints, solvents, and other construction materials shall be handled with care to prevent entry of contaminants into storm drains, air, groundwater, surface 01560 PAGE 1 BURN'ETT LINEAR PARK—PHASE 2 1W ENVIRONMENTAL CONTROLS SECTION'01560 waters, or soils. The Contractor shall be responsible for all cleanup costs, fines and/or penalties incurred as a result of improper`handling of materials used to perform the work. to C. Street and Parking Lot Cleaning 1. The Contractor shall be responsible for preventing dirt and dust from escaping from trucks entering or departing the project site by covering dusty loads„ washing truck tires before leaving the site, and/or other reasonable methods. as 2. When working dump trucks and/or other equipment are on paved streets and roadways, the Contractor will be required to clean said streets if required by 40 the City at the conclusion of each day's operations. 3. In the event that the above requirements are violated and no action is taken by the Contractor after notification of infraction by the City, the City reserves the right to have the streets in question cleaned by others and the expense of the operation will be charged to the Contractor. 1.04 FUGITIVE DUST AND AIR POLLUTION CONTROL A. The Contractor shall not discharge smoke, dust,>and/or other contaminants into the atmosphere that violate the regulations of any legally constituted authority. The Contractor shall abide by all applicable regulations enforced by the 'Puget Sound Clean Air Agency. B. The Contractor shall minimize nuisance dust by cleaning, sweeping, vacuum sweeping, sprinkling with water, or other means. The use of water in amounts that result in mud on site or in public streets is not acceptable as a substitute for sweeping or other methods. Equipment for this operation shall be on the job site or available at all times as appropriate. 1.05 NOISE CONTROL Construction involving noisy operations, including starting and warming up of equipment, shall be in compliance with local noise ordinances. Noisy operations shall be scheduled to minimize their duration. The Contractor shall comply with all local controls and noise level rules, regulations and ordinances that apply to any work performed pursuant to the Contract. 1.06 TREE AND PLANT PROTECTION �r The Contractor shall carefully protect trees and vegetation in all areas within the site designated on the plans and all areas outside of the boundaries of the project site from damage by construction activities. If trees or vegetation are damaged or destroyed by construction,the Contractor shall replace them with species and grade as required by the Engineer, at no cost to the City. 01560 PAGE 2 BURNETT LINEAR PARK—'PHASE 2 ENVIRONMENTAL CONTROLS SECTION'01560 woo 1.07 SPILL PREVENTION AND CONTROL A. The Contractor shall be responsible for prevention, containment, and cleanup of 00 spilled,oil, fuel and other petroleum products used in the Contractor's operations. All such;prevention, containment and cleanup costs shall be borne by the Contractor. The Contractor shall prepare a Spill Prevention, Containment and Countermeasure (SPCC) Plan. The SPCC plan shall be submitted to the City at least two weeks prior to the start of construction activity. Construction<activities shall not begin until the City has reviewed and approved the SPCC Plan. Sol B. The Contractor is advised that discharge of oil from equipment or facilities into state waters or onto adjacent land is not permitted understate water quality aw regulations. The Contractor will be responsible for all costs, including cleanup, fines or penalties, that are'incurred as a result of discharge of oil from the Contractor's equipment or facilities. 4W C. The Contractor shall, at a minimum, take the following measures regarding oil spill prevention, containment and cleanup: 1. Fuel hoses, lubrication equipment, hydraulically operated equipment, oil drums, and other equipment and facilities shall be inspected>regularly for drips, .leaks, or signs of damage, and shall be maintained and stored properly to prevent spills. Proper security shall be maintained to discourage vandalism. r. 2. All land-based oil and products storage tanks stored at the,project site shall be kept in areas that are diked, have secondary containment or are otherwise located so as to prevent spills from escaping to the ground or water. 3. All visible floating oils on surface water at the project site shall be immediately contained with booms, dikes, or other appropriate means and r. removed from the water prior to discharge into state waters. All visible oils on land shall be immediately contained using dikes, straw bales, or other appropriate means and removed using sand, ground clay, sawdust, or other absorbent material, which shall be properly disposed of by the Contractor. Waste materials shall be temporarily stored in drums or other leakproof containers after cleanup and during transport to disposal. Recovered oils and/or waste materials shall be disposed of by the Contractor off site at an approved facility at no cost to the City. .. 4. In the event of any oil or product discharges into public waters, or onto land with a potential for entry into public waters, the Contractor shall immediately notify the City of Renton and the following agencies at their listed 24-hour .► response numbers: National Response Center, 1-800-424-8802 Washington Emergency Management Division, 1-800-258-5990 Ecology, Southwest Regional Office, 360-407-6300 01560 PAGE 3 BURNETT LINEAR PARK—PHASE 2 ► ENVIRONMENTAL CONTROLS SECTION 01560 1.08 CONTAMINATED/HAZARDOUS SOILS AND GROUNDWATER A. Contractor's responsibility: 1. The Contractor shall monitor soils, groundwater and waste materials for the presence of contaminants by instructing workers to observe and report questionable materials and odors, such as refuse, oily sheen or color on soils ' or water, and oily or chemical odors. If hazardous or contaminated materials are encountered, the Contractor shall stop all work in that area and;notify'the Engineer immediately. I <2. The Contractor shall be responsible for all matters related to work safety and for detection of contaminated soils and groundwater encountered during the 40 construction as they relate to worker safety. The Contractor shall ensure the protection of the safety and'health of construction workers and other authorized,persons at the work site from exposure to;potential toxic materials. "` 3. As part of the Contractor's safety program, workers shall be instructed by a specialist on basic methods or techniques to assist workers in detecting hazardous soils or groundwater during construction of this project. B. Notification and Suspension 1. In the event the Contractor detects the presence of suspicious materials, the Contractor shall immediately notify the City. Following such notification by the Contractor, the City shall in turn notify the various governmental and regulatory agencies concerned with the presence of potentially dangerous materials. Depending upon the type of problem identified, the City may suspend the work in the vicinity of the material discovery. „ 2. Following completion of any further testing necessary to determine the nature of the materials involved, the City will determine how the material shall be handled and disposed. Although the actual procedures used in resuming the work shall depend upon the nature and extent of the questionable material, the following alternate methods of operation are foreseen as possible: a. Contractor to resume work as before the suspension. b. Contractor to move its operations to another portion of the site until measures to eliminate any hazardous conditions can be developed and approved by the appropriate regulatory agencies. C. The City will direct the Contractor to dispose of the excavated material at an approved legal landfill site or approved treatment facility. In the case of groundwater, provide adequate treatment;prior to discharge/reinfiltration or dispose off-site at an approved facility. ww► 01560 PAGE 4 ow BUR'NETT LINEAR PARK—PHASE 2 ENVIRONMENTAL CONTROLS SECTION 01560 .. PART 2 PRODUCTS ow NOT USED PART 3 EXECUTION NOT USED END OF SECTION .r mw q vw lw we ow 01560 PAGE 5 dw law BUR'NETT'LINEAR PARK—PHASE'.2 TRAFFIC REGULATION SECTION 01570 .r PART'1 GENERAL go 1.01 REQUIREMENTS INCLUDE A. Flagmen B. flares and Lights C. Haul Routes D. Traffic Signs and Signals E. >Removal aw F. Street Use Permits a• PART 2 PRODUCTS 2.01 SIGNS, SIGNALS, AND DEVICES w. 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. AW 3.02 FLAGMEN ow Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on public right of ways. ow 3.03 FLARES AND LIGHTS Use flares and lights<during hours of'Low visibility to delineate traffic lanes and to guide ,as vehicular and pedestrian traffic. 3.04 HAUL ROUTES a' Consult with City authorities, establish acceptable public thoroughfares to be used for haul routes and site access. .. law 01570 PAGE 1 aw BURNETT LINEAR PARK-PHASE 2 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 +wt Obtain street use permits for the work, traffic revisions, and haul routes,as may required.'Provide City with traffic control plan for approval prior to commencing work. END OF SECTION wr �r wr 01570 PAGE 2 ow BURNETT LINEAR PARK—PHASE 2 PRODUCT SUBSTITUTIONS SECTION 01630 um PART`1 GENERAL wr 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 w A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. ,l. 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 Consultant. 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 5 days after Notice to Proceed has been issued. Requests received +• more than 5 days after commencement of the Work may be considered or rejected at the discretion of the Owner. 1. Submit 3 copies of each request for substitution for consideration. 2. Identify the product, or the fabrication or installation method to be replaced in each request. include related Specification Section and Drawing numbers. 01630 PAGE 1 BURNETT'LINEAR PARK—PHASE 2 1W PRODUCT SUBSTITUTIONS SECTION 01630 4W 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. awrw b. Samples, where applicable or requested. C. A detailed comparison of significant qualities of the proposed substitution rw 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. w 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. Owner's Representative Action: 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 .r 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. 01630 40 PAGE 2 fMW BURNETT'LINEAR PARK—PHASE 2 PRODUCT SUBSTITUTIONS SECTION 01630 VAW PART 2 PRODUCTS ow 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; otherwise requests will be returned without w.. 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. %W 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. Q. 7. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting MW responsibilities the owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Consultant for redesign and evaluation services, increased cost of other construction by the to 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 4M certifies that the substitution will overcome the incompatibility. 9. The specified product or method of construction cannot be coordinated with aw 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. wr low 01630 PAGE 3 1W BURNETT LINEAR PARK-PHASE 2 PRODUCT SUBSTITUTIONS SECTION 01630 11. The Contractor's submittal and Consultant's 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 rrr. END OF SECTION w pis 01630 , PAGE 4 t aw BURNETT LINEAR PARK—PHASE 2 PROJECT CLOSE-OUT SECTION 01700 VW PART 1 GENERAL 1.01 SCOPE 40 A. 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 CLEANUP ww A. 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 Architect's letter of substantial completion. 1.04 PROJECT RECORD A. The contractor is to mark a set of drawings to show accurate measurements of all underground and hidden utilities and services related to the project; record all W 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 Architect and not used for construction purposes. Upon AW 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 Architect. 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 ,as A. 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 r• 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 Architect's name, address and telephone number imprinted on cover. Deliver to Architect at time of acceptance of the work. Iwo 01700 PAGE 1 BURNETT'LINEAR PARK—PHASE 2 w PROJECT CLOSE-OUT SECTION 01700 pit► 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 Architect will make such inspection in the presence of the Contractor and Owner 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 Architect will make one subsequent inspection of the work. ww 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 r,r„ 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 Architect 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 Architect's "Punch List" have not been corrected 0 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 Architect 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 Architect upon 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. Architect 1. Preliminary Punch List Owner 2. Beneficial Occupancy err 01700 PAGE 2 so V. BURNETT LINEAR PARK—PHASE 2 PROJECT CLOSE-OUT SECTION 01700 RESPONSIBILITY The contractor shall provide the OF. items so specified as his responsibility. "` Owner 3. Beneficial Occupancy or Final Contractor 4. Acceptance, accept responsibility for: a. Insurance b. Utilities nrr Architect 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 low f. Keying Schedules Contractor 7. Final Billing/100%0 (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 Architect 10. Acceptance of Work Letter Owner 11. City Council Final Acceptance Owner 12. Final Acceptance Letter (identifying warranty date) Owner 13. Lien Documentation-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. Workman's Compensation Release 01700 PAGE 3 BURNETT'LINEAR PARK—PHASE 2 + PROJECT CLOSE-OUT SECTION 01700 RESPONSIBILITY The contractor shall provide the 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) ww 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 «w A. 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: 1. I (we) hereby certify that all work has been ,performed and materials supplied in accordance with the plans, specifications and contract documents for the AIRPORT ENTRANCE REHABILITATION PROJECT SOUTH 'ENTRANCE, and that: (a) Not less than the prevailing rates of wages as ascertained by the governing body of the contracting agency has been paid to laborers, workmen and mechanics employed on this work; 01700 PAGE 4 awn .r BURNETT LINEAR PARK-PHASE 2 PROJECT CLOSE-OUT SECTION 01700 (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 Architect 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 Architect together with the names of all subcontractors; (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; ,.r (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 aw A. Submit final Application for Payment in accordance with procedures and requirements of Owner. 1. Submit"Affidavit of Wages Paid"from Contractor and all subcontractors. 2. Lien waiver from General Contractor for entire contract. 3. Proof of Payment of taxes from the State Dept of Revenue END OF SECTION 01700 PAGE 5 �Frr �s x TECHNICAL SPECIFICATIONS v x b 1 r 6 No IN Burnett Linear Park—Phase 2 w Walkway,Irrigation and Planting Improvements TABLE OF CONTENTS TECHNICAL<SPECIFICATIONS DIVISION 2 TECHNICAL SPECIFICATIONS r 02200—Clearing,Demolition&`Site Preparation........... .,,.................................................4 pages 02300—Earthwork.................................................................................................................7 pages 02630—Site Drainage............................................................................................................4 pages 02740—Asphaltic Concrete Pavement and Crushed Granite Surfacing................................3 pages 02760—Pavement Marking.....................................................................................................1 page ow -02810—Irrigation........................................................ .......'8 pages ................ ................................... 02820—Temporary Chain Link Fencing...............................................................................2 pages 02870—Site Furnishings........................... .........................................................................4 pages w02900—Planting............................................................................ .........10 pages DIVISION 3—TECHNICAL SPECIFICATIONS as 03100—Site Concrete Formwork................ ......5 pages ............................................. . ............... 03200—Site Concrete Reinforcement.................................................... . . ..........................3 pages 03300—Site Cast-in-Place Concrete..................... ..............................................................8 pages wr END OF TABLE OF CONTENTS ww w ,r ww Technical Specifications TOC-Page 1 of I �r s DIVISION 2 �i "o BURNETT LINEAR PARK—PHASE 2 SECTION 02200 CLEARING, DEMOLITION & SITE PREPARATION WN PART1 GENERAL ,rw 1.01 RELATED DOCUMENTS A. Drawings, Division 0, Section 02370, and Appendices apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. 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: „�. a. Removal: Removal of various existing items on site not designated for preservation including but not limited to trees, brush, grass, sod; concrete footings; concrete curb; concrete �. pavement; and miscellaneous debris. b. Preservation and protection: Including but not limited to existing trees and other vegetation, asphalt, concrete pavement, irrigation, signs, street lighting, hydrants, drainage structures and other utilities not designated for removal or disturbance. C. Erosion Control: Provide temporary measures as necessary and specified and as shown on the TESC drawing. AP d. Stockpiled materials: Contractor may stockpile materials within the limits of work. Cover and protect as necessary to prevent erosion of materials per TESC drawing and this Specification. If �. stockpiling area is needed outside the limits of work, the Contractors shall obtain Owner approval for exact location of stockpiles prior to importation or stockpiling of on-site materials. ,w Contractor shall replace any pavement and turf areas damaged by stockpiling activity per specification and at contractor's expense. e. Salvage: Specific items are designated on the demolition and irrigation plans for salvage and reuse on this project or salvage and stockpile for Owner pickup. f. Erosion Control Provide temporary measures as necessary and as specified and shown on the;plans. Take all measures necessary to ensure that no sediment-laden water enters the storm drainage system. B. Related Sections include the following: Section 02300 Earthwork ,.,. 1.03 CONDITIONS A. Protection: ,r 1. Use all means necessary to protect existing objects to remain per plan 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. Install temporary chain link fencing around trees to remain and use all means necessary to protect existing vegetation to remain. All work 02200-1 BURNETT LINEAR PARK—PHASE 2 SECTION 02200 CLEARING, DEMOLITION&SITE PREPARATION rrr required within protective fence line is to be accomplished with hand tools. 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 flours, etc. Coordinate with Owner. rw 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. C. Limits of the Work: Any area not specifically shown for work shall be assumed to be beyond the Limits of Work and shall be protected against damage or alteration. Any scarring which occurs shall be restored to its original condition by the Contractor at no cost to the Owner. No materials of any kind may be disposed of on the site outside the Limits of Work. Flag trees to be removed for approval prior to commencing work. D. Permits, Ordinances, etc. Comply with all applicable Federal, State, County and local ordinances and regulations. E. Temporary``Erosion and Sedimentation Control Install prior to commencement of work in this section. Provide and maintain throughout the construction duration all measures shown on the drawings and/or required by City of Renton to ensure the protection of war existing and proposed utilities, adjacent properties, improvements provided by this contract and existing 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 ensure that sediment-laden water does not enter into the storm drain. As construction progresses and unexpected (seasonal) conditions dictate, more siltation control facilities may be required to ensure complete siltation control on the proposed project. Therefore, during the course of construction, it shall be the obligation and 40 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 the w streets and adjacent properties outside the Limit of Work. 3. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the fm Contractor. 4. Keep streets and staging area clean. 5. Contractor shall inspect all erosion control'facilities to ensure adequacy. ,m 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. , E. 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 prevent dust from becoming a nuisance to the public, neighbors and concurrent performance of other work ` on the site. 02200-2 ar BURNETT LINEAR PARK—PHASE 2 SECTION 02200 CLEARING, DEMOLITION &SITE PREPARATION VW �w PART 2 PRODUCTS 2.01 FILL MATERIAL A. Fill required for voids,holes or trenches left by footing, slabs, root removal, etc., shall be select non-organic fill material as specked in Section 02300, EARTHWORK. 2.02 EROSION AND SEDIMENTATION CONTROL A. Provide products necessary to meet requirements indicated in Paragraph 1.03 E, and as I shown on the drawings. B. Provide Product Data: The Contractor is to submit manufacturer's technical product data and installation instructions for temporary erosion and sediment control materials and products. PART 3 EXECUTION 3.01 PREPARATION ww A. Notification: Notify the Owner's Representative 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 ,w preserved. 2. Contact all utility providers to locate their existing utilities on the site. Call before you dig: 1-;(800)424-5555. 3. Determine all requirements for removal, disconnecting, capping, and/or �. preserving and protecting active irrigation and other 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, fire lanes, walks, and service lanes. 3.03 DEMOLITION OF STRUCTURES AND PAVEMENTS A. Demolish all structures, vegetation, footings, curbs, pavements, base material, rubble etc. designated for demolition, and dispose of debris. Remove structures, etc.to below where they interfere with proposed finish grades, utilities or other underground improvements. B. Fill voids left by removed structures with specked fill. Bring to compacted, smooth and even grade conforming to surrounding grade. 02200-3 r BURNETT LINEAR PARK—PHASE 2 ao SECTION 02200 CLEARING, DEMOLITION &SITE PREPARATION to 3.04 METHODS A. Burning of removed materials will not be permitted on site. B. Use of explosives not permitted. "a 3.05 CLEARING AND GRUBBING A. Sod: Strip to a depth of 2" and remove and legally dispose of sod. B. Designated Tree Removal: Flag tree for approval prior to removal. Remove tree, trunk, limbs, and roots to the extent they interfere with proposed improvements, and all related debris. 16 3.06 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. B. Disposal of Clearing and Grubbing Debris: 1. Timber and wood products (firewood, wood chips, etc.)which can be sold to private individuals, mills, brokers, exporters, etc. should be so disposed of. The Contractor is encouraged to pursue disposal of usable wood in this manner to avoid unnecessary waste and reduce disposal costs. The actual sale of timber and wood products may not take place at the site. 2. Remove and legally dispose of all clearing and grubbing debris remaining after the useable material is disposed of as provided in the previous paragraph. C. No On Site Disposal: No organic or inorganic debris of any kind shall be disposed of on 4 site either within or outside the Limits of Work. 3.07 BACKFI>LL A. Use approved backfill as specified in voids created by demolition work. >Fill and compact per Section 02300 EARTHWORK. as 3.08 CLEAN 'UP wr► A. On completion of demolition work, leave the property and adjacent areas clean and satisfactory to the Owner. END OF SECTION 02200-4 r�r BURNETf LINEAR PARK—PHASE 2 SECTION 02300 EARTHWORK PART GENERAL 1.01 SUMMARY A. Section Includes: 1. Excavation and grading. 2. Subgrade preparation. 3. Backfilling of site utilities, trenches, and appurtenances. B. Related Sections: 1. Section 02100—Erosion and Sedimentation Control 2. Section 02200—Clearing, Demolition and Site Preparation .. 3. Section 02900— Planting 1.02 DEFINITIONS A. Excavation: Consists of removal of material encountered to subgrade elevations indicated and subsequent use or disposal of materials removed. B. Structural Fill: Consists of imported or select on site excavation, fill placed beneath sidewalks, walls and curbs. C. Bearing Soil: Consists of native, undisturbed granular soils which are compacted to at least 90 percent of ASTM D 1557 and are in a firm and non yielding condition. 1.03 SUBMITTALS A. Comply with requirements of Division 1. B. Product Data: Each type of plastic warning tape; filter fabric. a. C. Require testing service to submit reports directly to Architect, with copy to Owner's Representative and Contractor. 1. Test reports on borrow material, subgrades at base of excavation, and all fill material. 2. Field density test reports for walls, curbs and concrete pavement. 3. One optimum moisture-maximum density curve for each type of soil encountered. 4. Report of actual unconfined compressive strength, results of'bearing tests of each strata tested. +• 1.04 QUALITY ASSURANCE A. Perform work in compliance with applicable requirements of WSDOT/APWA Standard .. Specifications for Road, 'Bridge and Municipal Construction, most current edition, and with applicable requirements of governing authorities having jurisdiction. B. Parks Department will employ an independent certified geotechnical civil engineering firm to perform soil testing and inspections for quality control. 02300- 1 BURNETT LINEAR PARK-PHASE 2 0 SECTION 02300 EARTHWORK 1. Testing firm will be approved by code enforcement authorities and by Owner prior to commencing work. 2. Distribute copies of test results to Owner, Architect, and Contractor. 3. Maintain copy of test results for review in Project Field Office. 1.05 TESTING STANDARDS A. Compaction Density: ASTM D 1557. B. In-place Soil Density: 1. ASTM<D 2922, nuclear densometer. 2. ASTM D 1556, sand cone. 3. ASTM D 2167, rubber balloon. C. Gradation Test: ASTM D 422 PART 2 PRODUCTS 2.01 STRUCTURAL FILL A. Imported soil materials free of clay, rock or gravel larger than 6 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter and containing a maximum of 30 percent passing 75 Fm ('No. 200) sieve. B. Structural fill must have a moisture content of plus or minus 3 percent of optimum 40 moisture content. C. Protect completed fills from erosion, softening, saturation, and disturbance during wet conditions. Replace fills which are degraded. D. It is the sole responsibility of the Contractor to protect existing ground, 'prepared subgrade, and any stock piled material from inclement weather, surface runoff, construction traffic and other conditions that may preclude the re-use of the material. 2.02 COMMON BORROW A. Soil required for achieving designated subgrades in lawn areas may include approved on site soils. rr 2.03 PIPE BEDDING w A. Flexible Drainage Pipe: Bedding material shall consist of clean, granular manufactured pea gravel in compliance with the following gradation by weight. ► Percent Sieve Size Passing by Weight 3/4 inch 100 3/8 inch 70-100 02300-2 BUR'N'ETT LINEAR PARK—PHASE 2 SECTION 02300 EARTHWORK No. 4 55-100 No. 10 35-95 No. 20 20-80 No. 40 10-55 No. 100 0-10 No. 200 0-3 Sand Equivalent 35 Minimum 2.04 ENGINEERING FABRICS A. Pavement Fabric: Not required unless directed by Owner. Do not include pavement fabric in lump sum bids. PART 3 EXECUTION wr•Y 3.01 EXCAVATION A. Explosives: Do not use explosives. B. Unclassified Excavation: Excavation is unclassified and includes excavation of subgrade to bottom of structural elements regardless of character of materials and obstructions +� encountered. C. Earth excavation includes excavations of pavements and other obstructions visible on .+. surface; underneath structures, utilities, and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation. aw D. Unauthorized Excavation: 1. Unauthorized excavation consists of removal of materials beyond am indicated bearing soils or subgrade elevations or dimensions without specific direction of Owner's Representative. 2. Unauthorized excavating and subsequent remedial work directed by Owner's Representative shall be at Contractor's expense. so a. Under curbs and retaining walls: Fill by extending indicated bottom elevation of footing or base to excavation bottom without altering required top elevation. u b. Elsewhere: Backfill and compact as specified for authorized excavations of same classification unless otherwise directed by Owner's Representative. aw E. Authorized Excavation: low 1. When excavation has reached required subgrade elevations, notify Owner's Representative. 2. If unsuitable 'bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Owner's Representative. Im 02300-3 a. BURNETT'LINEAR'PARK—PHASE 2 SECTION 02300 EARTHWORK 3. When over-excavation to a designated beating soil is required, the Owner or an approved representative shall be onsite to verify bearing soil 3.02 STABILITY OF EXCAVATIONS A. Excavating for Structures: 1. Conform to elevations and dimensions shown within tolerance of plus or "'a minus 0.10 Foot. 2. Extend>excavations sufficient distance from'foundations to permit placing and removing concrete formwork, installing services, and inspecting. 3. Take carne not to disturb bottom of excavation. 4. Excavate by hand, or with machines equipped with toothless buckets, to final grade just before concrete reinforcement is placed. 5. Trim bottoms to required lines and grades to leave solid base to receive other work. B. 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. 3.03 DEWATE'RING A. Prevent surface water and subsurface or ground water from flowing into<excavations and from flooding project site and surrounding area. 1. Do not allow water to accumulate in excavations. 2. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. 3. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. 4. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run-off areas. Do not use trench excavations as temporary drainage ditches. 3.04 STOCKPILING MATERIALS A. Stockpile excavated materials that meet requirements of structural 'fill until required for backfill or fill. 1. Locate and retain soil materials away from edge of excavation. 2. Place, grade, and shape stockpiles for proper drainage. 3. Dispose of excess soil material and waste materials offsite in legal manner. 4. During seasons of inclement weather, Contractor may have to cover stockpiled soils with plastic. sir 02300-4 BURNETT LINEAR PARK—'PHASE 2 SECTION 02300 EARTHWORK 3.05 BACKFILL AND FILL A. Place and compact acceptable soil material in layers to required subgrade elevations. 1. Use structural fill material under concrete slabs, curbs and walls. B. Backfiil excavations as promptly as work permits, but not before completion of the following: 1. Acceptance of construction below finish grade. 2. Inspection, testing approval, and recording locations of underground "• utilities have been performed and recorded. 3. Removal'of concrete formwork. 4. Removal of shoring and bracing, and backfilling of voids with satisfactory .. materials. 5. Removal of trash and debris C. Utility Trench Backfill: 1. Coordinate backfilling with utilities testing. 2. Fill voids with approved backfill materials as shoring and 'bracing and sheeting are removed. 3. Place and compact final backfill of satisfactory soil material to final subgrade. D. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. ,. E. When existing ground surface has a density less than that specified under COMPACTING for particular area classification, 'break up ground surface, pulverize, moisture condition to optimum moisture content, and compact to required depth and percentage of maximum density. F. Place backfill and fill materials in layers not more than 8 inches loose depth for material compacted by heavy compaction equipment, and not more than 4 inches loose depth for material compacted by hand operated tampers. 1. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. 2. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. 3. Place backfill and fill materials evenly adjacent to structures and piping, and conduit to required elevations. Take care to prevent wedging action of backfill against structures by carrying material uniformly around structure to approximately same elevation in each<lift. AW 3.06 COMPACTING ON A. Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. 4 B. Compact soil to not less than following percentages of Modified Proctor maximum dry density determined in<accordance with ASTM'D 1557: go 02300-5 am BURNETT'LINEAR'PARK—PHASE 2 SECTION 02300 EARTHWORK r► 1. Structural Fill 'Below On-grade Slabs, Below walls, curbs and within three (3)feet of Footings: 95 percent. 2. Fill More Than 2 Feet Deep Below Final Pavement Subgrade Elevation: 40 90 percent. 3. Subgrades that are cut to grade should be compacted to a firm and unyielding condition. C. Where subgrade or layer of soil material must be moisture conditioned >before compacting, uniformly apply water to surface of subgrade or layer of soil material to prevent free water appearing on surface during or subsequent to compacting operations. + Mix added water into soils by either discing, tilling, or other acceptable means. D. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. E. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to satisfactory value. 3.07 ENGINEERING FABRICS A. When directed by the Owner, place engineering fabric in accordance with requirements of APWA Standard Specifications for its type and intended use. Do not include cost of 96 fabric placement in lump sum bid. 3.08 GRADING A. General: Uniformly grade areas within limits of grading under this Section, including adjacent transition areas. 1. Smooth finished surface within specified tolerances. 2. Compact with uniform levels or slopes between <points where elevations are indicated, or between such points and existing grades. 3. Blend surface grades together at abrupt changes in levels. B. Lawn or Unpaved Areas: 'Finish areas to receive topsoil within not more than 0.10 foot above or below required subgrade elevations. C. Finish surfaces free from irregular surface changes. D. Walks: Shape surface of areas under walks to dine grade, and cross-section, with finish surface not more than 0.10 foot above or below required subgrade elevation. E. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. 3.09 FIELD QUALITY CONTROL A. Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. 02300-6 on B'URNETT LINEAR PARK—PHASE 2 SECTION 02300 EARTHWORK B. Perform field density tests in accordance with ASTM D 1556 or ASTM D 2167 or ASTM D 2922 as applicable. w C. During utility trench backfilling, perform minimum of one test>every 100 feet for each 8- inch'lift. D. In each compacted fill layer, make at least one field density test for every.3,000 SF of paved area, but in no case less than three tests. E. If in opinion of Architect or Owner's Representative,'based on testing service reports and inspection, placed subgrade or fills are below specified density, provide additional compaction and testing at no additional cost. F. Test results shall be submitted daily. Include test locations and elevations accurate within 1 foot vertically and 5 feet horizontally. ow 3.10 PROTECTION AND MAINTENANCE wr A. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. B. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. C. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density. D. Where settling is measurable or observable at fill areas during general project warranty ow period: 1. Remove surface (concrete pavement or other finish), add backfill material, compact, and replace surface treatment. 2. Restore appearance, quality, and condition of surface or finish to match -adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.11 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove waste materials, including unacceptable and excess excavated material, trash, and debris from Owner's property. B. Dispose of materials in a lawful manner. w. END OF SECTION ww 02300-7 BURNETT LINEAR PARK—'PHASE 2 _. SECTION 02630 SITE<DRAINAGE 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 work of this section. 1.02 SUMMARY A. Storm Drainage: This Section includes but is not limited to the following: 1. New storm drainage system piping and appurtenances connected to the existing storm system. 2. Work'includes connection to existing storm system indicated on drawings. B. Key Abbreviations: The following Abbreviations apply to this Section. CB Catch Basin PVC Polyvinyl Chloride Pipe C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section "Earthwork" for materials and methods of trench excavation and backfill made part of the work of this Section. 1.03 QUALITY ASSURANCE A. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm drainage work similar to that required for project. B. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm drainage systems. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's technical product data and installation instructions for storm drainage system materials and products. B. Record Drawings:At project closeout, submit record drawings of installed storm drainage piping and products, in accordance with requirements of Division 1. C. Construction Changes Require Prior Approval: All construction changes revising the plan concept shall receive prior approval by the Owner's Representative before construction in the field. Approval may require submittal of design calculations or additional information to justify the required change. wr .. 02630- 1 d. BURNETT LINEAR PARK-PHASE 2 SECTION 02630 SITE DRAINAGE PART2 PRODUCTS 2.01 IDENTIFICATION LINE MARKER A. Underground-Type Plastic Line Marker: Manufacturer's standard permanent, bright- colored, continuous-printed plastic tape, intended for direct-burial service; not less than 6'inches wide by 4 mils thick. Provide green tape with black printing reading "STORM". B. Manufacturer: Subject to compliance with requirements, provide identification markers of one of the following: Lineguard Type II Detectable ert Or approved equal 2.02 PIPES AND PIPE FITTINGS A. General: Provide pipes of one of the following materials, of weigh/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. ` B. Polyvinyl Chloride (PVC) Pipe: ASTM D 3033, Type PSP, 'SDR 35, or ASTM D 3034, Type'PSM,'SDR 35. 1. Fittings: PVC, ASTM'!D 3034, solvent cement joints Complying with ASTM'D 2855, using solvent cement Complying with ASTM D'2564, or electrometric joints wr Complying with ASTM D 3212, using electrometric seals Complying with ASTM F 477. 2.03 DRAINAGE STRUCTURES A. Type 50 area precast concrete area drain by Shope Concrete Products, 1-800-422- 7560, with Urisan Accessories model OT title-24, 12" sq. grate with accompanying 16" sq. frame. 2.04 PIPE BEDDING A. Corrugated-Perforated Pipe (CPP) Drainage Aggregate: 1. Aggregate used as a backfili at the 4" diameter lateral drain lines shall be 1/8" — 5/16" washed pea gravel. 2.05 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. 02630-2 BURNETT LINEAR PARK—PHASE 2 SECTION 02630 SITE'DRAINAGE PART 3 EXECUTION 3.01 INSTALLATION OF IDENTIFICATION A. During back-filling/top-soiling of storm drainage systems, install continuous underground-type plastic line marker, located directly over buried line at 6 inches to 8 inches below finished grade. 3.02 INSTALLATION OF PIPE AND PIPE FITTINGS A. General: Install piping in accordance with governing authorities having jurisdiction, `. except where more stringent requirements are indicated. 1. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. an 2. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. 3. Place bell ends or groove ends of piping facing upstream. 4. Install gaskets in accordance with manufacturer's recommendations for �" use of lubricants, cements, and other special installation requirements. B. PVC Pipe: Install in accordance with manufacturer's installation recommendations, and in accordance with ASTM D 2321. C. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work .. progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. 1. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. 2. Flush Lines between manholes/catch basins if required to remove collected debris. D. Joint Adapters: Make joints between different types of pipe with standard manufactured adapters and fittings'intended for that purpose. E. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. 3.03 CATCH BASINS (CB) A. General: Install catch basin in conformance with the standard plans and City of Renton typical details where shown on plans. B. Establish invert elevations and set frames and grates to elevations indicated. 3.04 BACKFILLING A. Conduct backfill operations of open-cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. 02630-3 Y. BURNETT LINEAR"PARK—PHASE 2 SECTION 02630 SITE DRAINAGE 3.05 FIELD QUALITY CONTROL A. Testing: Perform testing of completed piping in accordance With local'authorities having jurisdiction. END OF SECTION IN 02630-4 �1 BURNETT`LINEAR PARK—PHASE 2 Section 02740 PAVING AND PATCHING r. PART1 GENERAL 1.01 SCOPE A. Furnish all labor, equipment and materials necessary for repairs to paving necessitated .r by the work of this contract. 1.02 REFERENCE A. ANSI/ASTM C136—Sieve Analysis of Fine and Coarse Aggregates. B. ANSUASTM 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. 1.03 QUALITY CONTROL A. Qualifications of Personnel: 1. Provide personnel thoroughly trained and experienced in the skills required, familiar with the design and application of the work described for this section, and present at all times during progress of the work of this section. 2. For finishing of surfaces and operation of the required equipment, use only personnel thoroughly trained and experienced in the skills required. rr B. Codes and Reference Standards: Perform work in accordance with all pertinent codes and regulations, and comply with the referenced portions of the current edition of "Standard Specifications for Road, Bridge and Municipal Construction", as adopted by WSDOT and APWA and hereinafter referred to as"Standard Specifications". C. Layout: Contractor is to layout and stake the location of all paving and surfacing on the site for approval prior to construction. D,; Special Inspection: Notify Owner's Representative at least 48 hours before inspection of compaction and fill is required. E. Compaction Approval: Verification of specified compaction density is required;prior to commencement of subsequent construction which would cover the compacted areas. 1.04 SUBMITTALS A. Test Certificates: Submit certified test reports of the sieve analysis to enable Owner's Representative to determine compliance with the Specifications of each of the following material: 1. Crushed Rock. 02740-1 BURNETT LINEAR PARK—PHASE'2 4 Section 02740 PAVING AND PATCHING Mi B. Asphalt certificates, sampling and testing per Section 1400 Quality Control. rw PART2 PRODUCTS 2.01 ASPHALTIC CONCRETE PAVING A. Base Course: Five eighths inch (5/8") minus crushed rock shall conform to requirements of Section 9-03.9(3), Crushed Surfacing of the "Standard Specifications." wr B. Asphaltic Concrete: Asphalt Treated Base and Class B wearing course shall conform to the requirements of Section 9-02 and 9-03 of the "Standard Specifications." The grade of paving asphalt shall be AR 4000, as approved by the Owner's'Representative. C. Tack Coat: CSS-1 conforming to the requirements of Section'9-02 of the "Standard Specifications." D. Joint Sealer: Conforming to ASTM D-3405. PART 3 EXECUTION 3.01 ASPHALTIC CONCRETE PAVING A. Subgrade: Excavate or fill as required to bring the surface to compacted subgrades indicated. B. Compaction: Compact subgrade to minimum 95% of the maximum dry density per Section 02200 Earthwork. C. Base Course: Install crushed rock to 4" minimum compacted depths in conformance with Section 4-04 of the "Standard Specifications." D. Sawcutting: Where adjacent work requires removal of existing asphalt remove a minimum 24"wide band. Where sawcutting is required, asphalt shall be cut full depth with straight, uniform edges. Breaking out with excavating equipment will not be permitted. The asphaltic concrete surface cut shall be given a tack coat of asphalt emulsion (CSS-1) or approved equal immediately before resurfacing, applied to the entire edge and the full depth of the cut. Immediately after compaction the new asphalt surface to conform to the adjacent paved surface (where the surface is to remain exposed), all joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1), or approved equal, and be covered with dry paving sand before the asphalt solidifies. E. Paving: Apply plant mixed asphalt concrete as specified, conforming to Section 5-04 of the"Standard Specifications" as applicable. 1. Provide paving that is smooth, regular, pitched properly for drainage, uniformly colored and without soft spots, waves, rills, dips or pockets. No deviations greater than .05' in 10 LF. 02740-2 " BURNETT LINEAR PARK—'PHASE'2 Section 02740 PAVING AND PATCHING 2. Paving edges which do not have curbs are to have a hand-tamped edge angled at approximately 45°. Edge lines to be uniform and smooth. .. 3. Seal all meet lines or butt joints. Apply tack coat at feathered or shimmed edges, CSS-1. 4. Vehicular areas receive one 3" lift ATB and one 2" lift wearing course, depths as indicated are compacted depths and are a minimum. END OF SECTION «wr w. 40 M. 02740-3 r BURNETT LINEAR PARK—PHASE<2 Section 02760 PAVEMENT MARKING PART 1 GENERAL 1.01 SCOPE A. General: Furnish all labor, equipment and materials necessary for crosswalk roadway marking as shown. 1.02 REFERENCE A. Manual or Uniform Traffic Control Devices, current edition, .hereinafter referred to as "MUTCD." r. B. "Standard Specifications". C. City of Renton Standard'Details. PART2 PRODUCTS 2.01 RAISEN PAVEMENT MARKER A. General: Type 2 white, per Section 9-21.2 of the "Standard Specifications." �r. B. Epoxy Adhesive: Per Section 9-26.2 of the "Standard Specifications." w PART 3 EXECUTION r. 3.01 PREPARATION A. Cleaning: Locate all areas to be striped or marked as shown on drawings. Thoroughly prepare surfaces per 8-09.3(1) of the "Standard Specifications." 3.02 INSTALLATION A. Install per 8-09 of the "Standard Specifications." 1. Parking Lot stall lines and ADA striping and symbols. B. Dimensions: As indicated as standard in M'UTCD. END OF SECTION 02760-1 BURNETT LINEAR PARK-PHASE 2 SECTION 02810 IRRIGATION ,■, PART 1 GENERAL 1.01 SCOPE A. This Section specifies all work Contractor shall provide for salvage and/or,preservation of,existing irrigation components and construction of a new irrigation system including furnishing all labor, materials, equipment and services necessary for a functional irrigation system as shown on the Drawings and specified herein. 1.02 SYSTEM PERFORMANCE REQUIREMENTS A. Layout of the system as shown on drawings is schematic. Follow as closely as possible. Modify locations as required by plant materials, utilities and other obstructions. B. Full and complete head to head irrigation coverage is required. Make adjustments to layout, irrigation zone pressure, or as needed, to achieve full coverage of irrigated areas without overspray onto roadways, sidewalks or buildings. 1.03 SUBMITTALS ap A. Submit product data in accordance with Section 01300 a minimum of 30 working days before beginning work, unless otherwise approved. Include data for all products to be installed in these systems. >Include>material showing manufacturer's name, catalog numbers, catalog cuts, technical data manufacturers' installation, operation and maintenance instructions for each.product. ow B. Point of Connection Water Pressure Test: Test water pressure at the irrigation system point of connection a minimum of 10 days prior to beginning work. Submit written results of test to Owner's Representative. ow C. Site Inspection Report: Submit statement confirming a site inspection has been conducted, noting discrepancies between ground measures and plans, hazards or site conditions which will interfere with installation or operation of the system prior to beginning of work. 'See drawing notes regarding verification of existing irrigation components. D. Record Drawings 1. Maintain a complete set of record drawings, corrected daily, to show design and specification changes, and location of system components. Submit copies as requested. 2. At completion, submit reproducible Mylar plan at the same scale as the construction plans, indicating the elevations of mainlines, valves, backflow preventers, zone outlines and other system elements, indicate locations with dimensions from building, curb lines or other fixed site features. E. Submit three sets of keys, hose swivels, quick coupler operating keys, and unique tools or devices needed to access, operate, adjust or maintain the system. Obtain receipt indicating location and custodian of each set. r 02810-1 BURNETT LINEAR PARK-PHASE 2 SECTION 02810 IRRIGATION F. Operating and Maintenance Data wr 1. Submit the name and address of permanent service organizations maintained or trained by the manufacturers that will render service within eight hours of receipt of notification of service request. 2. Zone Map: Submit an irrigation plan for the site indicating, by varying colors, the area of coverage for each control valve. Indicate the number and location of the valve. The number is to correspond to that on the controller for that zone. 3. Submit controller timing schedule indicating on a weekly basis the day, time and duration of watering for each control valve. 4. Provide the zone map and,controller timing schedule, folded into a plastic envelope, of a size capable of being installed in the door of the controller. 5. Submit operating and maintenance guides for the entire system and for each piece of equipment in the system. Instructions for system winterization,are to be included. 1.04 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 projects that have resulted in construction with a record of successful in-service performance. 1.05 PROJECT CONDITIONS A. Environmental Requirements: 'Perform work under environmental conditions suitable for the tasks being undertaken. B. Existing Conditions: 1. Visit the site and note conditions which affect work under this Section. 2. Locate all utilities, lines and piping in the work area. Provide adequate protection during all phases of work. 3. Repair utilities, Fines, and piping damaged by this work to the satisfaction of the Owner of the Line, at no change in Contract Price. 4. Notify Owner's 'Representative of unsatisfactory conditions. Proceed with work only after conditions have been corrected. 5. Field Measurements: Take field measurements of irrigated areas to determine if differences occur between plans and ground dimensions. "Notify Owner's Representative of differences before proceeding with work. 6. Irrigation is not permitted during the following conditions: a. When the temperature is less than 35 degrees F or greater than 90 degrees F. b. When the planting area's soil is saturated, frozen, or dry. C. When wind velocities are greater than 30 mph. 02810-2 WW BURNETT LINEAR PARK-'PHASE 2 SECTION 02810 IRRIGATION ow 1.06 SEQUENCING AND SCHEDULING A. Complete irrigation system installation and make fully operational before landscape to seeding and sodding takes place. B. Thirty days prior to beginning work,submit a work schedule to include; dates, location, and type of work to be performed. 1.07 WARRANTY am A. Refer to the General and Supplementary General Conditions. B. Additional Requirements: aw 1. Repair settling of trenches. Include complete restoration of plantings, mulch, grades, pavements or other improvements. 2. Correct irrigation system problems or damage within five working days of notice until final acceptance of the irrigation system. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. As shown on the Drawings or specified herein. Alternate materials will be acceptable if approved in writing by Owner. B. Other Manufacturers: Submit substitution request in accordance with the requirements of the General Conditions. .. 2.02 MATERIALS A. Mainline (pressure pipe) and lateral line (circuit/zone pipe): All irrigation mainlines and �,. lateral lines shall be Schedule 40 PVC, virgin, high impact, polyvinyl chloride ('PVC) pipe as indicated on drawings. The pipe shall conform to commercial standards ASTM D 1785. Pipe shall be marked with manufacturer's name, class of pipe and NSF seal. Pipe walls shall be uniform and shiny. Pipe and fittings must be non-toxic, free from taste and odor and self-extinguishing and conform to the following minimums: 1. Tensile strength 78°F 6000psi 2. Izod impact strength (notices) 15 ft. lb./in. 3. Modulus of elasticity 300,000 psi 4. Compressive strength 8,500 psi 5. Flexural strength 10,500 psi B. Lines under paved areas that are not sleeved shall be PVC Schedule 80 conforming to standards of ASTM 1785. C. �/s" Poly pipe and fittings shall be thick walled polyethylene pipe specifically designed for connection of irrigation heads to lateral lines. r. 02810-3 BURNETT LINEAR PARK—PHASE 2 SECTION'02810 IRRIGATION D. Sleeves: Irrigation sleeves shall be Class 200 PVC, minimum 6"size. E. Pipe Fittings: 1. All PVC pipe fittings shall be solvent weld type except where swing joints, risers, etc., require threaded fittings. All threaded fittings shall conform to standards of ASTM D 2466 (Schedule 80). F. Jointing Materials: 1. PVC solvent cement, NSF61 approved solvent for PVC through 4-inch, meeting requirements of ASTM D2564. 2. PVC primer and cleaner, compatible for use with PVC pipe. 3. Teflon tape sealer, 314 or 1/2-inch wide, shall be used at all threaded joints as needed. Use no pipe dope. 4. All plastic to metal connections shall use schedule 80 male adapters. G. Valves: 1. Isolation valves: Red &White brass gate valves or as approved. 2. Electrical solenoid valves shall Rainbird PEB-CP or PEB-CP-PRS plastic per valve key for 24 volt systems. Include proprietary pressure regulating device if noted on the plan. H. Valves Boxes: 1. For Control Valves: Carson Jumbo or approved equivalent with T-type lid on box. 2. For backflow;preventers: See Civil drawings. 3. for all quick-couplers and flow sensor: Carson model 1419 Standard valve box with T-type lid. + L Backflow Preventer: Existing. K. Controller: 1. Automatic Controller: Existing. ■r L. Spray Heads: Acceptable Manufacturers: 1. Rain Bird 1800-SAM or 1800-SAM-PRS Series per plan. 2. Rainbird Rotors, per plan. M. Quick Couplers: Quick couplers shall be Rainbird 44LRC with matching key and swivel hose ell. N. Low Voltage Control Wire and Connectors: 1. All buried control wire must be insulated copper designed for 24 volts or higher. Minimum size of wire is AWG#14. Common wire shall be of the same size or larger than control wire. Control wire shall be red, common wire shall be white. Size of longer wire runs requiring gauges larger than AWG#14 shall be sized according to electric valve manufacturer's recommendation and irrigation controller's recommendation. O. Other Materials .r 1. Drain Rock: Washed, round river pea gravel, no fines. err 02810-4 BU NETT LINEAR PARK—PHASE 2 SECTION 02810 IRRIGATION 2. "Air Compressor"Valve: Size to fit quick coupling valve keys. 3. Irrigation Zone Tags: Christy's model ID-STD-Y2 4. Spray Head Swing Joints: Hunter SJ-512 factory assembled three-way swing joint assembly, or approved alternate. 5. Rotor Swing Joints: Rainbird TSJ-12 pre-manufactured swing joint. 6. Valve Keys, 3 feet long(minimum), with tee handle and key end to fit manual valves. 7. Quick coupler keys and hose swivel,ells, brass, size and type to fit quick coupler shown on the Drawings. +r P. Provide other materials, not specifically described but required for a complete and proper installation, as selected by Contractor subject to the approval of Owner. PART 3 EXECUTION ,�. 3.01 EXAMINATION A. Investigate and determine available water supply pressure and flow characteristics. Report results of pressure test at point of connection to Owner's Representative before beginning installation work. 3.02 PROTECTION .w A. Provide protection for system components at all times. Keep rock, gravel, debris, and all other foreign materials from entering piping, valves and other equipment. B. Provide barriers, crossings, markers and other devices necessary to protect materials and pedestrians at open trenches, holes, stockpiles, etc. 3.03 INSTALLATION A. Trenches: 1. Excavate trench bottoms with uniform slopes, 4" minimum width. Bottoms shall be smooth and free of rocks or other objects which might damage pipe. 2. Make trenches wide enough to allow for tamping around pipe. 3. Excavate trenches to a depth allowing for pipe slopes to drains, sand setting bed and the following minimum coverage depths: a. Pressure Laterals: 18 inch depth minimum. 24" maximum depth. b. Pressure Mainlines: 24 inch depth minimum. 30" maximum depth. C. Pressure Mainlines'Under Paving: 24 inch depth minimum. d. Common and Control Wire: Install below mainlines or 18 inches where wire is not in a pipe trench. 4. Do not lay pipe on unstable materials in wet trench or when trench or other conditions are unsuitable. +� B. Pipe: 1. Lay pipe and make connections in accordance with irrigation industry standard practices and manufacturer's recommendations. �,. 2. Solvent weld all non-threaded joints. Use Teflon tape or Teflon Dope to seal threaded joints as needed. Do not glue in temperatures below 35° F. AM 02810-5 -00 BURNETT LINEAR PARK—PHASE 2 so SECTION 02810 IRRIGATION 3. Slope pipe at 1/2 percent minimum toward drain valves. 40 4. Clean interior of pipe before installation. Keep pipe clean during and after laying by plugs or other means. 4. No fittings are to be closer than 6" apart. to 5. Set lines 6 inches apart in common trenches whenever,possible, side by side, two 'lines maximum per trench. 6. Manual drain valves shall be installed at all low points of the irrigation system. A to two cubic-foot gravel sump shall be installed at each drain valve. 7. Provide thrust blocks on all 3" mainline as detailed. C. Sleeves: 1. Install sleeves in all locations where piping and control wiring pass under paved areas and curbs. Extend sleeve 12 inches beyond edge of paving or curb. Cap and mark the location with temporary 2"x 4"fir stake, 18 inches above grade. Remove stake once pipe and wires have been routed through sleeves and sleeve has been permanently marked by Owner's Representative. 2. Set top of sleeve 18-inch minimum below top of sub-grade below paved, mulched, graveled or other surfaces. Fill 3 inches below, around and above pipe, to top of trench with masons sand. Compact to density required for pavement subgrade. D. Backfill 1. Place sand 3 inches below and 6 inches above all pipe. 'Fill the rest of the trench with clean, excavated site soil. Thoroughly compact to give support to the pipe and prevent subsidence of backfil'l materials. 2. fill piping with water at approximately 25 psi during backfilling operations. 3. Backfill to finish grade, place backfill carefully around and over piping. Lay and compact in layers not over 6 inches thick. 4. Remove all excess excavated material from the project site. r E. Control Wire 1. Route red control and white common wires from controller to control valves and make connections at each end. , 2. Tape control wires together at 10-foot intervals. Provide 24 expansion loop every 100 feet of wire. Allow 24" of extra wire at controller and each valve. 3. Splice only at the valves, not between valves or between valve and controller. 4. Route wire below main line wherever possible. Where not routed below mainline, install 4-6 inch wide yellow plastic warning tape 6 inches above the control wire. F. Automatic Control Valves 1. Install complete with valve boxes as shown on drawings, no closer than 24" apart. 2. Thoroughly flush supply lines before'installing valves. 3. Attach 1.D. tag in an approved manner. G. Irrigation Heads 1. Install as shown on drawings and as recommended by manufacturers. 2. No head shall be closer than 6"from walk, curb or wall. 02810-6 BURNETT LINEAR PARK—PHASE 2 SECTION 02810 IRRIGATION 3. Make minor changes in head location as necessary to achieve full head to head coverage. Adjust spray patterns and pressure to achieve coverage and eliminate over-spray onto pavements or buildings. �. 4. Flush line before installing irrigation heads. 5. All irrigation heads must be accessible for adjustment. 3.04 FIELD QUALITY CONTROL A. Testing: 1. Notify Owner's Representative in writing at least three work days prior to all tests and inspections. Inspection reports must be made for all tests. 2. Thoroughly flush piping before testing and installation of sprinklers. 3. Hydrostatically test all exposed mainline piping, valves, joints and fittings at 100 psi for one hour prior to inspection by Owner's Representative. If pressure loss occurs, inspect the entire system, make watertight and retest until no pressure loss occurs for a one-hour testing period. All tests shall be performed with go control valves in operating configuration (flow control open), and control valve isolation valves open. 4. Pressure test must show no pressure loss for the specified period and be approved by the Owner's'Representative before backfill of trenches will be �" allowed. 5. Any subsequent breach of integrity, such as a break or addition to the main line, will require a retest. B. Inspection: Upon completion of the installation and adjusting of the irrigation system, notify the Owner's Representative for a system inspection. At that time, present the ++' following: 1. Zone by zone system demonstration. 2. Location of major system components. �r 3. Winterization and maintenance procedures. 4. Procedures for setting the controller. 5. Location of Zone'Map and Controller Schedule. 1W 3.05 ADJUSTING AND TIMING .. A. Adjust and balance irrigation system to provide uniform coverage and prevent overspray onto pavements and structures. B. Set timing on irrigation controller before final inspection. Obtain recommendations of go landscaping work installer before setting timing. go VW r an 02810-7 WA BURNETT LINEAR PARK-PHASE 2 SECTION 02810 IRRIGATION 3.06 CLEAN UP W A. Area shall be kept free of debris during the course of this project. B. Remove all debris, dirt, rock, etc. Sweep roadways and wash walls upon completion of 1W work daily. C. Clean all glue spills off hardscapes, etc. ot END OF SECTION i rr rr r rri �r► to 02810-8 fti BURNETT LINEAR PARK—'PHASE 2 SECTION 02820 TEMPORARY CHAIN LINK FENCING PART1 GENERAL .. 1.01 RELATED DOCUMENTS A. Drawings, Division 0, and Appendices apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Furnish all labor, equipment and materials necessary for the provision and installation of temporary 6' high chain link fencing around designated existing trees to remain and around project perimeter per plans. 2. Although not specifically indicated,furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to, or necessary for complete installation. B. Related Sections include the following: Section 02220 Demolition and Site Preparation 1.03 SUBMITTALS A. General: None required. PART2 PRODUCTS 2.01 CHAIN LINK MESH W A. General: CLFMI, Standard Industrial 9 gauge, ASTM A 392, 2 inch diamond mesh interwoven wire, top and bottom selvage knuckle end closed. Galvanize after fabrication. 2.02 STEEL POSTS Im A. Comer Posts: 1. Height: 2.375 inch outside diameter at 3.65 pounds per linear foot. No 2.03 FITTINGS AND ACCESSORIES A. Ties or Clips: 9 gauge galvanized steel, minimum 2 wraps per connection, sufficient in number for attaching fabric at minimum 15 inch intervals to corner posts. B. Provide for Contractor access as required. 2.04 FINISHES A. Steel Pipe Posts: Hot-dip galvanized zinc coating, ASTM F 1083, minimum 2.0 oz psf. B. Chain Link Mesh: Hot-dip galvanized coating,ASTM A 392, 1.2 oz psf weight. 02820-1 BURN'ETT LINEAR'PARK—PHASE 2 46 SECTION 02820 TEMPORARY CHAIN LINK FENCING im PART 3 EXECUTION to 3.01 EXAMINATION A. Verify location of trees to be protected. B. Fence Height: 6' above finish grade. C. Post Spacing: At intervals not exceeding 10 feet o.c. D. Post Installation: Drive posts plumb to refusal. Protect existing utilities and tree roots. E. Fabric: Attach fabric to posts with specified ties. END OF SECTION w rr +rw .r 02820-2 em BURNETT LINEAR PARK—PHASE 2 SECTION 02870 SITE FURNISHINGS VM PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General and Special Provisions apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Furnish all labor, equipment and materials necessary for the provision and or installation of miscellaneous site improvement items, including, but not limited to: +�. a. Picnic Tables (2 salvaged and 1 new. Wood seats and table tops for new and salvaged tables to be provided by Owner.) b. Benches provided by Owner, installed by Contractor. C. Litter Receptacles provided by Owner, installed by Contractor. d. Relocated salvaged furnishings from this Contract: (1) 'Park Sign (2) ;Dog Cleanup Station (3) Metal Sculpture 2. Although not specifically indicated,furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to, or am necessary for complete installation. 1.03 REFERENCES r. A. Reference Standards: „w ASTM C 94 Standard Specifications for Ready-Mixed Concrete 1.04 SUBMITTALS .. A. General: Submit the following according to the Conditions of the Contract and Division 1 Specifications Sections. B. Shop Drawings: 1. Custom picnic tables including concrete supports and surfaces. 2. Armature for sculpture relocation. w. C. Product Data: Provide data and manufacturer's installation instructions when available for all items in this Section. D. Warranty: Submit warranties for site furnishings within 30 days after Notice to Proceed. .r 1.05 RELATED SECTIONS Section 02200 Clearing, Demolition and Site Preparation „ Section 03300 Site Cast-in-Place Concrete "o 02870-1 AM BURNETT LINEAR PARK—PHASE 2 SECTION 02870 SITE FURNISHINGS 1.06 QUALITY ASSURANCE A. Installer Qualifications: Company and employees specializing in work of this Section, " with minimum 5 years documented experience. B. Footing Installation: Coordinate with irrigation and paving installation. Do not contaminate topsoil or base course with subgrade materials or concrete slurry. 1.07 WARRANTY •+�► A. General: Submit a warranty according to the Conditions of the Contract and General Provisions. B. Coverage: The Warranty shall protect the Owner from all installation, manufacturing and material defects related to work in this Section. C. Conditions: The warranty shall ensure prompt repair or replacement of work which does not perform as required because of failures in workmanship and materials. The repairs/replacement shall be made by the warrantor within 20 days of receipt of complaint in writing, except if adverse weather conditions prevent it. The warranty shall guarantee work in this Section for a period of one year from the date of final acceptance of the entire project by the Owner. If repairs/replacement do not occur within 20 days of complaint receipt, the Owner reserves the right to have the work performed by others and to be reimbursed by the warrantor for the cost of the work. D. Warrantor: The warranty shall be promulgated by the parent company of the installer, and shall be signed by an authorized individual in the parent company. 10 PART2 PRODUCTS 2.01 PICNIC TABLES to A. General: Reinstall two (2) existing salvaged picnic tables and benches per details. B. Construct and install one ('1) matching picnic table and benches. Provide three (3) benches leaving one (1) HC access opportunity. Provide shop drawings. C. Owner will provide new wood seats and table tops for Contractor installation on new and salvaged tables. ow 2.02 BENCHES A. General: Owner will provide benches for contractor installation on concrete slab by ow Contractor (Wabash Valley's Estate Bench Model #ES420(R), 6' black with back), surface mounted to concrete slab. 02870-2 BURNETT LINEAR PARK—PHASE 2 SECTION 02870 SITE FURNISHINGS 2.03 LITTER RECEPTACLES— NEW A. General: Owner will provide litter receptacles for Contractor installation on concrete pads by Contractor(Timberform Draftsman model 2667 DT). a B. Concrete Slab: See Division 3. 2.04 PET CLEANUP STATION AND PARK SIGN A. General: Relocate and install per existing conditions. 'Direct bury sign supports to previously existing depth. .. 2.05 C.I.P. CONCRETE FOOTINGS A. General:ASTM C 94 ready mix concrete, minimum f,= 3,000 psi at 28 days, 5 bags (94 pounds) cement per cubic yard, maximum 4 inch slump, or as specified in Section 0331'0. PART 3 EXECUTION 3.01 GENERAL Aw A. Locate all site improvements in accordance with the drawings and specifications obtaining approval from the Owner's Representative where called for prior to installation. VM Provide and/or install improvements at location and quantity listed'below, and as indicated on drawings. B. All site improvements to be set level, plumb and square unless otherwise noted. C. Where there is a conflict between manufacturer's recommendations for installation and the drawings, consult with Owner's Representative before proceeding. D. Provide minimum depth concrete slab or as required by manufacturer. 3.02 PICNIC TABLES A. Set in concrete per detail, plumb and true in approved location per plans. Concrete pad required for all tables. 3.03 BENCHES A. Surface mount plumb and true in approved locations per plans:and per manufacturer's instructions. Provide shop drawings of mounting detail for approval. 3.04 LITTER RECEPTACLES A. Surface mount plumb and true in approved location per plans and manufacturer's instructions. aw 02870-3 im BURNETT'LIN'EAR PARK—PHASE 2 ' SECTION'02870 SITE FU'RNISH'INGS 3.05 PARK SIGN AND DOG CLEANUP STATION A. Direct bury, plumb and true, to same depth as existing installation. Compact backfill to achieve sturdy unyielding installation. 3.06 C.I.P. CONCRETE FOOTINGS A. General: Install concrete footings sized per manufacturer unless otherwise indicated, and per Section 03310. Tops of footings in concrete paved areas shall be flush with finished grade of crushed rock base material of pavement. ..rF END OF SECTION r w .r rrr 02870-4 "' BURNETT LINEAR PARK-'PHASE 2 SECTION 02900 PLANTING PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings, Division 0, and Appendices apply to this Section. 1.02 SUMMARY A. This Section includes the following: .. 1. Furnish all labor, materials and equipment necessary for installation of planting as indicated, including but not limited to installation of trees, topsoil, finish grading,fertilizing, liming, hydro seeding, sod around r, irrigation heads, cleanup and maintenance through Final Acceptance, and one-year warranty. B. Related Sections include the following: Section 02300 Earthwork Section 02810 Irrigation " 1.03 REFERENCES 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 Names, most recent 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 w. American National Standards Institute and hereinafter called ANSI Z20.1- latest edition. 3. American Society for Testing Materials Standards: aw ASTM E-11 Sieve Size for Soil Testing ASTM D-75 Sampling Material ASTM <D-422 Particle Size Analysis ASTM 'D-1140 Washed Sieve Testing for#200 No ASTM C-136 Fine and Course Aggregate Sieve Analysis 1.04 INSPECTION .r A. General: Owner reserves right to reject material at anytime 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. ow 02900-1 B'URNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING 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 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 species, variety and quality. Conform with size requirements'indicted on drawings or specified, and with requirements of ANSI Z60.1. 1.06 CONTRACTOR wr 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. Seed 2. Fertilizer 3. Limestone 4. Topsoil 5. Mulch B. Test Certificates: Submit the following certified test reports to enable Owner's Representative to determine compliance with specification: 1. Imported topsoil (including sieve analysis, nutrient analysis, salt content and organic matter content by weight); 2. Imported topsoil sand component (sieve analysis); 3.. Imported topsoil compost component (sieve analysis; organic matter content by weight). Submit reports and obtain approval prior to mixing at plant and importing to site. C. Samples: Provide the following for Owner's Representative approval: 1. Topsoil, 1 CF bag (components mixed per required proportions) 2. Topsoil components, I CF bag of each. (3 total) Submit samples and obtain approval prior to mixing at plant and importing to site. D. Schedule for Installation: Provide a planting schedule that conforms to requirements in SP-3 and includes dates for drill seeding, hydroseeding and tree planting. E. Watering Schedule: Prior to installation, submit for approval a watering schedule. 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, edging, curbs, paving, walks, walls, structures, or existing plantings. Keep street, driveway and storm drainage system protected, open and free flowing. Protect existing soils from +r�r 02900-2 Wo BURNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING 4. erosion. Do not store materials outside the indicated limits of work, near or on top of existing vegetation to remain. >Remove and legally dispose of excess materials. Erect 4W necessary signs and barriers against pedestrian/vehicular traffic. 1.09 DELIVERY +` A. General: Protect plant material from wind, drought, unusual weather or vandalism. Deliver fertilizer and lime to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trademark, and indication of we conformance to state and federal laws. Instead of containers,fertilizer may be furnished in bulk with certificate indicating the above information. Protect seed from dehydration, contamination and heating during delivery, storage and handling. Store seed, lime, and fertilizer in cool dry location away from contaminants. Do not drop or dump materials from vehicles. 1.10 GUARANTEE A. General: All plant material shall be guaranteed by the Contractor for a period of one year from date of final acceptance,to be in healthy condition. "W 1. Inspections: Make periodic inspections, at no extra cost to the Owner, during guarantee,period. Determine what changes if any should be made in Owner's maintenance program. go 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. Fertilize and reseed areas not in a normal healthy growing condition. 4W 1.11 CODES AND REGULATIONS A. General: comply with all applicable city, county, state and federal codes and regulations. Im PART 2 PRODUCTS "" 2.01 TOPSOIL A. General: Topsoil shall be free draining, fertile, friable sandy loam, and shall supply the AW following composition requirements: weed and seed free; pH between 5.5 and 7.5; maximum particle size to 1/2'inch, with 97%to 100% passing the 3/8 inch screen; soluble salts shall not exceed 4.0 mmho; free of clay lumps, litter and toxic matter so harmful to plant growth. 'Pure organic matter content of topsoil mixture for turf(except turf areas with sand-organic surfacing) shall not exceed 10% by weight. Components shall conform to the requirements indicated. Percentages below are by volume. Mixing r, of the soil components shall not occur on site. Sand Yard Waste Sandy Loam 1. Plant Beds 60% 25% 15% 2. Lawn Area 80% 20% 0% 02900-3 MW BURN'ETT LINEAR PARK-PHASE 2 SECTION 02900 PLANTING B. Sand: Conform to the following analysis using Tyler Standard Screens Equivalent U.S. Series Number: Sieve Size Percent Passing by Weight #4 100% #10 95-100% #16 85-100% ` #30 75-90% #60 1'5-30%o #100 0-5% + #200 (wet sieve) 0-1.5% C. Composted Yard Waste: Material derived from aerobic decomposition of recycled plant waste fully composted; material shall be composted on a paved surface and shall have a moisture content of between 20% and 40%; no visible free water or dust shall be produced when handling the material; fresh sawdust or fresh wood by products shall not have been added after the composting process has begun. No recycled sanican waste shall be used. Yard waste shall be from permitted composting facility. Pure organic matter content shall be between 30% and 50%'by weight. 100%of composted yard waste shall pass the 7/16 inch screen and a minimum 50% shall pass the 1/4" screen. Material shall be maintained at a 15% oxygen level throughout the composting process. Available from Cedar Grove or approved equal. D. Sandy Loam: Shall be derived from the "A" horizon of naturally occurring, free draining, friable soils. Soils with a high clay content will be rejected. Submit separate sample for approval prior to mixing. 10 2.02 FERTILIZER ■r A. All Seeded Areas: 1. Installation Fertilizer(Fertilizer'A') Total available Nitrogen 10% by weight (of which 50% is derived from controlled release sources including "` Ureaform or Methylene Urea) Total available Phosphorus 20% by weight Total available Potassium 20% by weight 10-20-20 as manufactured by United<Horticultural Supply (253) 351-6432, or equal. 2. Maintenance Fertilizer: a. Initial Fertilizer (Fertilizer'B') Total available Nitrogen 21% by weight (of which 50% if derived from controlled release sources including Ureaform or Methylene Urea) Total available Phosphorous 0% by weight Total available Potassium 0% by weight 21-0-0 as manufactured by United Horticultural Supply (253) 351-6432, or equal. b. Follow-up Fertilizer(Fertilizer'C') Total available Nitrogen 18% by weight (of which 50% if derived from controlled release sources including Ureaform or Methylene Urea) �r 02900-4 BURNETf LINEAR PARK PHASE 2 SECTION 02900 PLANTING Total available Phosphorous 3% by weight Total available Potassium 16% by weight Total iron content 1%to 3% by weight 18-3-16 as manufactured by United Horticultural Supply(2'53) 351-6432, or equal, and add iron as necessary to meet requirements. B. Trees and'Shrubs: Agriform planting tablets 20-10-5, 21-gram size. ow C. Groundcover: Agnform planting tablets 20-10-5, 5 gram size. 2.03 LIMESTONE A. General: Dolomite or"Neutra-Nuggets" by Essential Minerals. 2.04 CHEMICALS A. General: Herbicide, insecticide and fungicide, as recommended by State Agricultural Extension Service, to be EPA registered and state approved. To be furnished for preemergence and postemergence applications as required and approved. 2.05 WATER A. General Free of substances harmful to plant growth, delivered through the permanent irrigation system or temporary irrigation as required. 2.06 ANTID'ESICCANTS A. General: Sprayable, water insoluble vinyl-vinledine complex which produces a moisture retarding barrier not removable by rain or snow. 2.07 SEED ow A. General: Seed shall be'Blue Tag"or certified quality. Deliver in unopened containers with mixture seed content and inert material content plainly marked on outside of container. Seed mix: Mixture % of Min. % Pure Min. % of Max Weed .. %,by Weight Ingredient Pure Seed Seed in Mix Germination Seed'% 33.3% Fiesta 11 98% 32.7% 90% 1% Perennial Rye 33.3% Dasher If 98% 32.7% 90% 1% Perennial Rye 33.3% Blazer II 98% 32.7% 90% 1'%0 Perennial Rye B. Submittals: A complete analysis of the seed shall be submitted to the Consultant for .. approval including percent of pure seed, germination, other crop seed, inert and weed seed, and the germination test date. Total weed seed for mixture shall not exceed one percent>(1%). .r 02900-5 BURNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING 2.08 MULCH A. General: Free from weeds, weed seed, mold or other noxious materials. 1. Organic Mulch in all plant beds including areas with selective clearing and areas of protected understory: Pacific Topsoils, Inc. Fine Bark Mulch, 1"' minus, or approved equal. Submit sample for approval. 2. Wood Fiber Mulch and Tackifier for'Hydroseeding:A commercially " prepared wood fiber mulch: Weyerhaeuser Silva-Fiber PLUS with TACKIFIER or approved equal. in 2.09 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 if soil around roots; ball diameter and depth sufficient to encompass fibrous and feeding roots. Wrap burlap and bind with twine, cord or wire mesh in accordance with ANSI 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's Representative. Trees with bark sunscalds, broken leaders, disfiguring knots or fresh cuts of limbs over 3/4 inch not completely callused will be rejected. PART 3 EXECUTION 3.01 TOPSOIL AND FINISH GRADING A. General: Prepare subgrade in all turf areas which are to receive imported topsoil by scarifying to 4" depth and removing rocks and debris over 1" 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. Install in lawn and plant beds as follows: 1. Turf Area: 2" minimum depth after settlement. Till topsoil into subgrade to a total depth of 4". 02900-6 ab BURNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING VAN 2. Plant Bed: 4" minimum depth after settlement. Till topsoil into subgrade to a'total depth of 6". ow C. Fine Grading: 1. General: Fine grade per Section 02300 Earthwork and as indicated on drawings. Rake entire surface to a smooth and even grade, remove all rocks over 1"diameter, remove all grass roots and debris. Conform to grading tolerances defined in Section 02300. Fine graded areas shall include all areas disturbed by work in this Contract which are to be ... planted. 2. Turf Areas: Flush with surrounding grades and pavements. Lightly roll turf areas prior to seeding. .► 3. Plant'Beds:2" below surrounding grade and pavements to allow for 2" of required mulch. �. 3.02 CHEMICALS A. Application: 1. Equip hydraulic equipment for liquid application of chemicals with leakproof tanks and positive agitation method. Calibrate and meter equipment so that application of chemicals in specified amounts can be determined. Equip equipment with gauges and valves capable of maintaining constant application pressures. 2. Apply all herbicides and other chemicals in accordance with EPA label restrictions and recommendations and federal and state laws. Make daily reports to the Owner's Representative stating areas treated with each chemical, the quantity applied and spray mixture or formulation used. Application at each site shall be under the supervision of a certified ,. applicator. 3. Apply in well-ventilated areas.Avoid inhalation, injection, or spilling on clothing or skin. Wear protective in accordance with manufacturer's Material Safety Data Sheet recommendations. Do not exceed permissible exposure limit. 4. Dispose of excess chemicals and containers in accordance with federal and state laws. 5. Apply so damage will not result to personnel or property from either direct spray or drifting of chemicals both on and off property. 3.03 SEEDING OF TURF A. Seed Bed 'Preparations: Apply dolomite limestone at the rate of 30 lbs. per 1,000 square .. feet. Rake to incorporate. Finish surfaces by raking smooth and even; lightly compact with roller. Level out surface undulations and irregularities to tolerances specified in Section 02300 and recompact as necessary. B. Hydroseeding: 1. Hydroseed all Contractor disturbed areas on the site which are not specifically designated for other improvements. 02900-7 MW BURNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING 2. Slurry and'Equipment: Hydroseeding equipment shall be as approved. Hydroseeding mixture shall consist of a slurry composed of water, seed, fertilizer, and mulch in proportions as follows: a. Apply on all disturbed areas not designated for other improvements: Seed 300'!lbs/acre min. Fertilizer"A" 350 lbs/acre min. Wood Fiber 2000 lbs/acre Tackifier 5 lbs/acre 3. Seed Bed Preparation: All areas that are to receive hydroseeding shall be wr graded smooth to finish grade and lightly rolled as specified herein. 'Drive no heavy equipment over seeded areas after this operation. Areas to be seeded which are not accessible to'hydroseeding equipment are to be , mechanically or hand seeded as approved with the same rates of application. C. Timing: Seed only from April 1 st to October 1 st or as approved by Owner's ` Representative. D. Protection: Protect against harm from wind, storm water and trespassing. Treat and re- seed damaged portions as required. Erect fencing and post signage indicating new seeding as necessary to prevent trespassing. E. Mowing: Mow seeded areas when grass reaches a height of 3". The Contractor is to mow with a reel type mower to a height of 2" and remove clippings. Establishment mowing is to be continued for a minimum of three mowings. See 3.05 for additional .r mowing requirements. F. Watering: 1. Irrigate turf areas thoroughly immediately after each application of Fertilizer'B'. Schedule irrigation applications minimum twice daily during maintenance period, duration based on daily weather conditions. 2. The Contractor is responsible for watering all new turf and plantings by using the automatic irrigation system and a temporary irrigation system connected to the new quick couplers 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 unless Owner makes other arrangements with Contractor. The Contractor shall coordinate with the Owner 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. G. Reseeding: As soon as weather permits and after March 15th, all bare spots larger than 4 sq. in., and any areas of turf which fail to establish a healthy uniform stand of specified grasses, shall be re-seeded at a rate of 4 lbs./1,000 sf. H. Initial Maintenance Fertilization (Fertilizer"B"): Apply fertilizer at the rate of 2 lbs. per 1,000 square feet after the first mowing. Apply once each week through the third aNti 02900-8 l"` BURNETT LINEAR PARK—PHASE 2 SECTION 02900 PLANTING AW snowing, minimum three applications. Apply only in areas with;.automatic irrigation. Do not apply Fertilizer"B" between October 15th and March 15th. aw 1. Follow-up Maintenance Fertilization (Fertilizer"C"): Apply fertilizer at the rate of 6 lbs. per 1,000 square feet four weeks after the third mowing. " 3.04 PLANTING A. Time of Planting: All plant material to be placed between October 15 and May 1, or as approved by Owner's Representative. Do not plant when ground is frozen, snow covered or muddy. Wr B. Location: Prior to commencement of planting operations, stake tree locations. Obtain approval of Owner's Representative prior to planting. ,,. C. Excavation of Plant Pits: Completely rip soils and scarify sides and bottom of all plant pits to dimensions shown on the plans. Remove any impervious or otherwise unsuitable soils or material to a minimum depth of 24" below bottom of plant pit and minimum 3' diameter around each plant. 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 aw amended site soil backfill. Set plantings to bear same relationship with finish grade after settlement as they bore to natural grade. Hold firmly in position while backfill mixture is being placed.Backfill mixture to be 100% on-site soils removed to make the pit. Break 4W down any smooth walls of the>plant pit during this backfill process. Place backfill mixture 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 aw fertilizer tablets, as specified below, near top of rootball during backfill. 1. For container stock: Cut 2 sides and remove, taking care to avoid any root damage. aw 2. For balled stock: 'Cut string and remove fasteners. 'Remove top 1/2 of organic untreated fabric or all non-biodegradable material. 3. For wire baskets: Cut wire and remove wire basket. Im E. Fertilizer: Space tablets evenly at upper outer edges of root system during backfilling, 6- 8" below the surface of the soil. Provide (8)21-gram tablets per tree. (4)21 gram tablets per shrub and (1) 5 gram tablet per groundcover. a. F. Organic Mulch: Form "well" per planting detail around each tree.Spread 2" depth in all new and existing plant beds and understory.Work mulch between branches and stems of low growing plants. G. Staking and Guying: Place stakes, wire, and hose as indicated. See detail on D3. 3.05 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. 02900-9 BURNETT LINEAR PARK-PHASE 2 SECTION 02900 PLANTING 3.06 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 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. B. Establishment Period and Maintenance:The Establishment Period will commence on .� the date of Preliminary Acceptance, and will extend until Final Acceptance of the entire project. Maintenance during this period shall include: 1. Watering: Make necessary adjustments to watering schedule to accommodate seasonal changes. Water areas of new turf and plants so that they receive adequate water for survival of the planets in a healthy condition. 2. Mowing: Mow lawn areas to a height of 2"when the average height reaches 3". Remove clippings. Mow weekly until Final Acceptance, minimum 3 times. 3. Re-seeding: Re-seed spots larger then 4 inches square not having a uniform stand of grass. 4. Fertilization: Apply fertilizer"B" at manufacturer's recommended rate to turf areas on or about the 15th of May, July, September and November. Should the establishment period extend to 12 months beyond the date of Substantial Completion. 5. Weeding: Control weed growth in lawn areas with appropriate herbicides, applied per these specifications. Hand weed new plant beds. 6. 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 time of first planting, remove all stakes and guys. C. 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 landscaping will be contingent upon Final Acceptance of the entire project. END OF SECTION w 02900-10 �r flr i �frr DIVISION 3 G iw ow o` BUR'NETT LINEAR PARK—PHASE 2 SECTION 03100 SITE CONCRETE FORMWORK go PART GENERAL 1.01 SCOPE A. General: Furnish all labor, equipment and materials necessary to 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. It is the intent of these Specifications to match the color, finish, scoring and detailing of the concrete flatwork and walls in the north half of Burnett Linear Park constructed in Phase 1. 1.02 BUILDING CODE ,�.. A. International Building Code, latest edition, if more rigid than those herein, shall govern. 1.03 STANDARD SPECIFICATIONS A. Unless otherwise shown or specified, design, construct, erect, maintain and remove forms and related structures for cast-in-place concrete work in compliance with the American Concrete Institute Standard ACI 347, "Recommended Practice for Concrete Formwork." 1.04 DELIVERY, STORAGE AND HANDLING Aw A. Store above ground on framework or blocking in ventilated, protected area to prevent deterioration from moisture or damage. or PART 2 PRODUCTS VW 2.01 BASE COURSE MATERIAL 4 A. Base Course Material: Five eighths inch (5/8") minus crushed rock shall conform to requirements of"Top Course", outlined under Section 9-03.9(3), Crushed Surfacing of the "Standard Specifications." Recycled Concrete Rubble not acceptable as a substitute or additive. 2.02 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 place, 3/4-inch minimum. 2.03 STEEL FORMS A. Minimum 16 gauge (1.5 mm)sheet, well matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. 03100-1 BURNETT LINEAR PARK—'PHASE 2 SECTION 03100 SITE CONCRETE FORMWORK 2.04 RE-USE OF FORMS A. Clean and repair surfaces of forms to be re-used in the work. Split, frayed, delarninated or otherwise damaged form-facing 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. + 2.05 FORM TIES A. Free of defects that will leave holes no larger than 1-1/4 inches (32 mm) diameter in concrete surface. Strength consistent with spacing and rate of placing. �wr B. Wire ties and wood spacers are not permitted. 2.06 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): 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", Sonnebom "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 PVC form liner as recommended by manufacturer of form liner. 2.07 FORMWORK ACCESSORIES A. Fillets for Chamfered Comers: Wood strips or rigid plastic, size as required, maximum possible lengths. B. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of strength and character to maintain formwork in place while pouring concrete. so 03100-2 to "r BURNETT LINEAR PARK—PHASE 2 SECTION 03100 SITE CONCRETE FORMWORK r. PART 3 EXECUTION 3.01 BASE'PREPARATION A. Install crushed rock base>course to the specified depths; finish grade and compact to 95% maximum dry density. 3.02 FORMS wr 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. Size to limit deflection of individual members to U360. 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, stresses, lateral stability, and other factors pertinent to safety of structure during construction. F. Provide shores 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. H. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. wr I. Fit forms placed in successive units for continuous surfaces to accurate alignment, free from 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. w. K. Provide formwork sufficiently tight to prevent leakage of cement past during concrete placement. Solidly butt joints and provide backup material at joints as required to prevent WN leakage and fins. 03100-3 ■. BUR'NETT LINEAR PARK—"PHASE 2 SECTION 03100 SITE CONCRETE FORMWORK so 3.03 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 Owners Representative without additional expense to the Owner. 3.04 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 placements as required to eliminate mortar leaks. 3.05 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. wrr D. Assemble forms so they may be readily removed without damage to exposed concrete surfaces. E. Unless shown otherwise, ease exposed edges with 194 inch radius. 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. rr 3.06 JOINTS A. General: Joints not shown on the drawings shall 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. 03100-4 °W BURNETT LINEAR PARK-PHASE 2 SECTION 03100 SITE CONCRETE FORMWORK 3.07 FORM COATINGS aw 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. Crace Company, or Burke "Form Coating", or approved equal. 3.08 REMOVAL A. Remove load-supporting forms when concrete has attained 75 percent of required 28- �, day compressive strength. B. Remove formwork progressively so no unbalanced loads are imposed on structure. C. Use only wooden wedges for removal of forms from exposed surfaces. Do not pry. D. Remove all formwork. M END OF SECTION 03100-5 .r BURNETT LINEAR PARK—PHASE 2 SECTION 03200 SITE CONCRETE REINFORCEMENT PART 1 GENERAL 1.01 SCOPE A. General: Furnish all labor, equipment and materials necessary to provide complete, in place, all steel required for reinforcement of cast-in-place concrete as shown on the drawings. 1.02 QUALITY ASSURANCE: A. Comply with the pertinent provisions of following standards as listed. 1. International Building Code, latest edition. + . 2. CRSI "Manual of Standard Practice." 3. ACI 318. "Building Code Requirements for Reinforcement Concrete." 1.03 DELIVERY A. Deliver reinforcement to the job site bundled, tagged, and marked. Use metal tags indicting bar size, lengths, and other information corresponding to markings shown on placement diagrams. 1.04 STORAGE A. Store reinforcement at the job site in a manner to prevent damage and accumulation of dirt and rust. Do not store atop existing concrete surface. PART 2 PRODUCTS aw 2.01 MATERIALS A. Reinforcing Bars: Comply with ASTM A 615, Grade 60, deformed. B. Steel Wire: Comply with ASTM A 82. C. Welded Wire Fabric: Comply with ASTM A 185, size as shown on drawings. 2.02 ACCESSORY MATERIALS A. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement in place. 4 B. Use wire bar supports complying with CRSI recommendations, unless otherwise indicted. Do not use wood or brick. C. For slabs-on-grade, use supports with sand,plates or horizontal runners where base material will not support chair legs. D. 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. 03200-1 .. BURNETT LINEAR PARK—PHASE 2 SECTION 03200 SITE CONCRETE REINFORCEMENT E. Tie Wire: Minimum 16 gage annealed type. 2.03 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 re-bend 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. wi 2. Bends or kinks not indicted 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. Blocks, for holding reinforcement from contact with the forms, shall be precast mortar blocks having a 28- day compressive strength of not less than 3,750 psi of approved shape and dimensions or approved metal chairs. 'Metal chairs which are in contact with the exterior surface of the concrete shall be plastic coated or galvanized. Layers of bars shall be separated by plastic chairs, precast mortar blocks having a 28-day compressive strength of not less to than 3,750 psi or by other equally suitable devices. The use of pebbles, pieces of broken stone or brick, metal pipe, and wooden blocks will not be permitted. The minimum spacing between bars shall be one-bar diameter or one-inch minimum, but not less than wr 1-1/3 times the maximum size of coarse aggregate. D. Place reinforcement to obtain the minimum coverages for concrete protection according �w to ACl 318. 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 flies so that twisted ends are directed away from exposed concrete surfaces. Bars shall be tied at all intersections, except where spacing is less than 1 foot in each direction when alternate intersections shall be tied. to 03200-2 BURNETT LINEAR PARK—PHASE 2 SECTION 03200 SITE CONCRETE REINFORCEMENT 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 abars in contact, and tightly wire tying. ++ H. Reinforcement in any member shall be placed and then inspected by the Owner's Representative before concrete placing begins. 'Concrete placed in violation of this provision may be rejected and removal required with new reinforcing steel and concrete placed by Contractor at no additional cost to the Owner. L. In the event conduits, piping, inserts, sleeves, or any other items interfere with placing �. reinforcement as indicated in the Drawings or as otherwise required, immediately consult the Owner's Representative, and obtain approval of new procedure before placing concrete. J. Splicing: 1. All reinforcement shall be furnished in full lengths wherever possible. Splicing of bars shall conform to ACI SP-66 and ACI 318. Splices shall be staggered as far *+� apart as possible. 2. Unless shown otherwise, lap all reinforcing bars 40 diameters (18 inches minimum). 3.03 FIELD WELDING A. Welding ;performed by American Welding Society certified welders as per AWS D12.1. Weld reinforcing steel only where indicated on the drawings unless authorized in writing by the Engineer. ASTM A 706 reinforcing shall be utilized if reinforcing is to be welded. Welding shall be performed in conformance with AWS D1.4. 3.04 CONCRETE PROTECTION A. Provide concrete protection as shown on the drawings. 3.05 REINFORCING SCHEDULE A. General: Provide reinforcing bar or woven wire mesh in concrete where indicated on drawings. wr 1. Woven wire mesh shall be used to support concrete pavement. 2. Reinforcing bar shall be used in walls, curbs and footings as noted. END OF SECTION 03200-3 .r BURNETT LINEAR PARK-PHASE,2 SECTION<03300 SITE CAST-IN-PLACE CONCRETE PART GENERAL 1.01 SCOPE A. General: Furnish all labor, equipment and materials necessary for all site concrete work, �. including but not limited to: Concrete footings, pavement, curbs, walls, and pilasters. Limited site access will make concrete pumping necessary. No wash down facilities are provided on site. 1.02 BUILDING CODE A. International Building Code, latest edition, if more rigid than those herein, shall govern. 1.03 STANDARD SPECIFICATIONS .. A. Conform to 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 QUALITY CONTROL ar A. Notify Owner's Representative at least 48 hours in advance of concrete pour. B. Quality Control by Contractor: The Contractor shall be responsible for the strength and quality of all the concrete placed. C. Quality Control by the Owner: Concrete manufactured and intended for placement in the work shall be tested by a Testing Laboratory employed by the Owner to determine «• compliance with these Specifications. (This applies to Site Cast-in-Place Concrete only. Contractor is responsible for code compliance testing of all Architectural Concrete per Section 01400.) The Owner's Laboratory will 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. D. Layout: Contractor is to layout and stake the location of all walkways, curbs, and walls on the site for approval prior to construction. E. Inspection: Notify Owner's Representative at least 48 hours before inspection will be required; inspection will be required immediately prior to any intended pours or placement of concrete. F. Tests: Concrete tests per ASTM C143 03300-1 BURNETT LINEAR PARK—PHASE 2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE 1.05 SUBMITTALS A. Submit design mix data under the provisions of Section 01300 to Owner's Representative but no less than 2 weeks prior to concrete placement. Do not proceed until authorized. Concrete mix designs shall conform to the requirements of IBC 1905. B. Submit under the provisions of Section 01300. 1. Product Data: !Manufacturer's product data, application and installation instructions for proprietary materials and items. Submit for admixtures, coloring agents, bonding agents, curing compounds and the like. PART 2 PRODUCTS 2.01 CEMENT wr A. Portland cement shall conform to the"Standard Specification for Portland Cement" (ASTM C 150 Type 1). Low heat Portland cement shall be used unless high-early- strength cement is authorized by the Owner. Where high-early-strength concrete 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 AGGREGATES A. Coarse Aggregate: Coarse aggregate for concrete shall conform to ASTM'C33, 3/4" w+ maximum size. B. Fine Aggregate: Fine aggregate shall be natural sand conforming to ASTM C-33. urr 2.03 WATER A. Water shall be any potable water, clean and free from injurious amounts of oil, acid, alkali, and organic materials. Water shall conform to ASTM C 94. 2.04 ADMIXTURES A. General: 1. Where more than one admixture is used in the mix,furnish manufacturer's certification to the Owner's Representative that the admixtures to be used are compatible in combination with the cement and aggregates. rr B. Water reducing admixture shall conform to ASTM C 494. C. Air entrainment admixture shall conform to ASTM C 260. +�r D. Fly Ash: ASTM C 618, Class F. w► 03300-2 VW BUR'NETT'LINEAR PARK-PHASE 2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE am 2.05 BONDING AGENTS A. Grace Construction Materials Daraweld C, Larson Products Weldcare, or approved. go Emulsion-type additive of plasticized high polymer resins designated for bonding of concrete. W 2.06 CURING COMPOUND A. Concrete curing compound shall be of a nature and composition not deleterious to VW 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 solvents or thinners, no or be altered in any manner without the specific approval of and in a manner prescribed by the manufacturer. w. 2.07 EXPANSION JOINTS A. Premolded Joint: Pre-molded non-extruding resilient material maximum 3/8"thick, with strip off top to allow for joint caulking. B. Joint caulking: Self-leveling polyurethane, Sikaflex 1 CSL by Sika, or approved equal, color to match concrete. 2.08 CONCRETE FOR SITE FOOTINGS, PAVEMENT, CURBS, CURB RAMPS, WALLS, AND PILASTERS w. A. General: Ready mix concrete shall conform to specifications for Ready Mix Concrete (ASTM C 172). Mix in accordance with minimum stated proportions. Select ingredient proportions, producing workable mix and attaining required 28-days strength. Produce durable, abrasion-resistant, watertight concrete, uniform in appearance. Minimum cement content is 550 pounds/cubic yard. B. Consistency: The quantity of water required for the proper consistency of the concrete shall be determined by the slump test in accordance with ASTM C 142. Slump allowances shall be 3 inches, plus or minus 1 inch. C. Strength: Compressive strength shall be determined in accordance with ASTM C-39. Strength shall have a 28-day compressive strength of 3,000 psi for general site .� construction. 2.09 BASE COURSE r.. 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." 2.10 GRAFFITI CONTROL A. Prosoco Blokguard's Graffiti Control II: Clear drying water based silicone emulsion for protection of exterior concrete. 03300-3 BURNETT LINEAR PARK—PHASE 2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE 2.11 NON-SHRINK GROUT A. Non-shrink grout shall conform to ASTM C 1107 and shall be,premixed consisting of nonmetallic aggregate, cement, water-reducing admixture and plasticizing agents capable of developing the 28-day strengths on the drawings. 2.12 DETECTABLE WARNING PATTERNS A. Detectable warning patterns on curb ramps are to conform to the most current edition of the Standard Specifications as modified by the City of Renton Supplemental Specifications. 'Submit the detectable warning product selected from the qualified products list for approval prior to installation. 2.13 OTHER MATERIALS A. All other materials, not specifically described but required for completion and;proper installation of cast-in-place concrete shall be as selected by Contractor and approved by Owner's Representative. o PART 3 EXECUTION 3.01 CONCRETE PLACEMENT me 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. Where new concrete abuts existing, bond shall be obtained by roughening the surface of the concrete to %-inch amplitude in an approved manner which will expose the aggregate uniformly and will not leave laitance, loosened particles or aggregate or damaged concrete at the surface. Apply bonding agent. C. 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. D. If a section cannot be placed continuously, provide construction joints as herein specified. E. Perform concrete placing at such a rate that concrete which is'being integrated with fresh concrete is still plastic. .r F. Deposit concrete as nearly as practicable in its final location to avoid segregation due to rehandling and flowing. G. Do not subject concrete to any procedure which will cause segregation. H. Remove temporary spreaders in forms when concrete placing has reached the elevation of such spreaders. 03300-4 "' BURN'ETT LINEAR PARK—PHASE 2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE .r. 1. Screed concrete which is to receive other construction to the proper level to avoid excessive skimming and grouting. �r. J. 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. K. Remove and replace,when directed by Owner's Representative, concrete surfaces which show excessive shrinkage, cracks, or improper drainage. dw L. Remove rejected concrete from the site and dispose of legally. M. Excavation: MIS 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 .r subgrade per above prior to placing base course. N. Cold Weather Placement: AC'I 306.1. Do not place concrete while the atmospheric temperature is below 40 degrees F., or approaching 40 degrees F. and falling. err O. Hot Weather Placement: ACI 305 R. ow 3.02 REINFORCING AND EMBEDDED ITEMS A. Accurately position, support and secure reinforcement and embedded items against as displacement. Provide reinforcing in concrete where indicated on drawings and specified herein. Stagger laps to avoid discontinuity in either direction. 40 3.03 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 or section is complete. B. Consolidate concrete during placement by use of the specified equipment, thoroughly working concrete around the<reinforcement and into corners. an C. Consolidate concrete in remainder of slabs by vibrating bridge screeds, roller pipe screeds, or other methods acceptable to the Owner's Representative. arr D. Limit the time of vibrating consolidation to prevent bringing an excess of fine aggregate to the surface. rrrr E. Bring slab surfaces to the correct level with a straight edge, and then strike off. do 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. 03300-5 .r. BURNETT LINEAR PARK—PHASE 2 SECTION 03300 SITE CAST-IN-PLACE<CONCRETE 3.04 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_ 3.05 EQU'IPME'NT A. Provide adequate number of units and power source at all times. Maintain spare units on hand to ensure adequacy. 3.06 JOINTS A. General: Where a construction joint is to be made,the surface of concrete shall be thoroughly cleaned and all laitance removed. Vertical joints shall be thoroughly 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 approximately as shown on layout plan aligned with .w ends or faces of walls. Provide expansion joints at approximate 30' spacing and wherever: a. Exterior slabs abut vertical or inclined surfaces, including curbs and walls. b. New concrete abuts existing. C. Major points of intersection or changes in direction or orientation of slab, including ramps. d. As detailed in the plans. 2. Curbs: Locate control joints at 10' o.c. max, expansion joints 30' o.c. max. 3. Walls: Locate control joints at 10' o.c. max., expansion joints approximately 30' o.c., horizontally and vertically. All joints shall align with joint pattern in pavement or curbs. B. Expansion Joints: 1. Pre-molded expansion joints shall be max 3/8" wide and filled to full cross section with caulking. 2. Place expansion joints at right angles to the surface of paving. C. Keys: Longitudinal keys at least 1 112 inches deep shall be provided in all wall joints. r� 3.07 PROTECTION AND REPAIR OF CONCRETE CONSTRUCTION A. All surfaces shall be protected against damage. This may require installation of temporary fencing or provision of security services. During the first 72 hours after placing the concrete, any wheeling,working or walking on the concrete shall not be permitted. All slabs, stairs and other flatwork 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. 03300-6 .. BURNETT LINEARPARK-PHASE 2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE 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. C. Clean: Clean up all concrete drippings,tools, etc., and remove from site. Fill all voids, gravel pockets, etc., with color matched mortar. Knock protrusions and fins off flush with surface. Leave all surfaces clean. D. Replacement: Remove and replace, when directed by Owner's Representative, surfaces which show excessive shrinkage, cracks or improper drainage. 3.08 FINISH OF SURFACES A. General: Surface to be hard, uniform in color, clean and without pockmarks, honeycomb, projections or embedded materials. Tool all outside edges with a 1/4 inch radius tool unless otherwise noted. B. Finishing Tolerances: Finished surfaces shall have no variation greater than 1/4 inch plus or minus from a 10 foot straight-edge, except at grade changes or where shown on the drawings. C. Screeds: 1. Set edge forms and intermediate screed strips accurately to produce the designed elevations and contours in the finished surface. 2. Screeds and forms will be sufficiently strong to support vibrating bridge screeds or roller pipe screeds if the nature of the finish specified requires the use of such equipment. 3. Align the concrete surface to the contours of screed strips by the use of strike-off templates or approved compacting type screeds. D. Float finish: 1. Apply float finish to all unformed horizontal concrete surfaces. 2. After placing concrete, do not work the surface further until ready for floating. 3. Begin floating when the surface water has disappeared or when the concrete has stiffened sufficiently to permit operation of a power-driven float, or both. 4. Consolidate the surface with power-driven floats, or by hand-floating if area is small or inaccessible to power units. 5. Check and level the surface plane with a ten foot straightedge placed on the surface not less than two different angles. 6. Gut down high spots and fill low spots to produce a surface with the specified finish tolerances. 7. Uniformly slope to drains where required. 8. Immediately after leveling, refloat the surfaces to a smooth, uniform, granular texture. E. Finishing Schedule: 1. Curbs: Light broom finish 03300-7 r. BU'RNETT LINEAR PARK—'PHASE'2 SECTION 03300 SITE CAST-IN-PLACE CONCRETE rrr 2. Walls and Pilasters: Trowel finish 3. Walkways: Light broom finish 4. Curb Ramps: Per Standard Specifications. 3.09 CONCRETE CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold weather protection and ACI 305 R for hot weather protection during curing. J0 B. Formed Surfaces: Cure formed surfaces. If forms are removed during curing period, continue moist curing as follows for unformed surfaces. C. Unformed Surfaces: Cure unformed surfaces continuously moist for not less than 7 days with water, water-fog spray or moisture retaining cover. 3.10 DETECTABLE WARNING PATTERNS A. Install approved product from qualified products list per manufacturer's recommendations. ► 3.11 ANTI-GRAFFITI A. General: Apply per manufacturer's recommendations on exposed,portions of walls, pilasters, and picnic table supports. B. Application: Apply with brush or roller. Saturate uniformly. Allow graffiti control II to penetrate for 2-3 minutes and then re-saturate. Brush out heavy runs and drips that don't penetrate. Do not over-apply. The correct application wets the surface without creating drips, puddles or rundowns. C. Protection: Protect treated surfaces from rainfall fora minimum of 6 hours after application. Protect adjacent pavement and planting during application. END OF SECTION rr rr► 03300-8 it `r P-ZEVAILINGS WAGES s an State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 wa PO Box 44540,Olympia,WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. �w On public works projects,workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. KING COUNTY Effective 08-31-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code r ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $36.24 1H 5D BOILERMAKERS rrr JOURNEY LEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $43.75 1M 5A CABINET MAKERS(IN SHOP) Aw JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $43.91 iM 5D or BRIDGE,DOCK AND WARF CARPENTERS $43.75 1M 5D CARPENTER $43.75 i m 5D CREOSOTED MATERIAL $43.85 1M 5D DRYWALL APPLICATOR $43.79 1M 5D 1W FLOOR FINISHER $43.75 1M 5D FLOOR LAYER $43.75 1M 5D FLOOR SANDER $43.75 1M 5D ON MILLWRIGHT AND MACHINE ERECTORS $44.75 1 M 5D PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $43.95 1M 5D SAWFILER $43.75 1M 5D SHINGLER $43.75 1M 5D +' STATIONARY POWER SAW OPERATOR $43.75 1 M 5D STATIONARY WOODWORKING TOOLS $43.75 1M 5D CEMENT MASONS im JOURNEY LEVEL $44,58 1M 5D DIVERS&TENDERS DIVER $85,75 1M 5D 8A DIVER TENDER $44.22 1M 5D +�+w+ DREDGE WORKERS ASSISTANT ENGINEER $44.59 IT 5D 8L ASSISTANT MATE(DECKHAND) $44.08 IT 5D 8L Orr BOATMEN $44.59 IT 5D 8L ENGINEER WELDER $44.64 IT 5D 8L LEVERMAN,HYDRAULIC $46.21 IT 51) 8L MAINTENANCE $44,08 IT 5D 8L MATES $44.59 IT 51) 8L OILER $44.21 IT 5D 8L DRYWALL TAPERS JOURNEY LEVEL $43,59 1E 5P wr ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 "'� Pagel KING COUNTY Effective 08-31-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $55.05 1D 5A CABLE SPLICER(TUNNEL) $58.86 10 5A CERTIFIED WELDER $53.16 1D 5A CERTIFIED WELDER(TUNNEL) $57.15 1D 5A CONSTRUCTION STOCK PERSON $27.32 1D 5A JOURNEY LEVEL $51.25 1D 5A JOURNEY LEVEL(TUNNEL) $55.05 1D 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $54.37 4A 5A CERTIFIED LINE WELDER $49.64 4A 5A GROUNDPERSON $35.93 4A 5A HEAD GROUNDPERSON $37.89 4A 5A HEAVY LINE EQUIPMENT OPERATOR $49.64 4A 5A JACKHAMMER OPERATOR $37.89 4A 5A JOURNEY LEVEL'LINEPERSON $49.64 4A 5A LINE EQUIPMENT OPERATOR $42.27 4A 5A POLE SPRAYER $49.64 4A 5A POWDERPERSON $37.89 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $57.88 4A 6Q MECHANIC IN CHARGE $63.45 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $12.70 2K 5B FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $31.01 1'H 5D GLAZIERS JOURNEY LEVEL $43.76 1H 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $46.13 is 51 HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $36.75 1H 5D 1ftilA INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.10 1 1rt INLAND BOATMEN CAPTAIN $38.04 1'K 5B COOK $31.90 1'K 5B DECKHAND $31.59 1K 5B ENGINEER/DECKHAND $34.37 1K 5B MATE,LAUNCH OPERATOR $36.02 1K 5B Page 2 rw aw KING 'CO'UNTY Effective 08-31-07 go (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&'WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,'FOAMER OPERATOR $31.49 1 +� GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $24.91 1 TECHNICIAN $19.33 1 TV TRUCK OPERATOR $20.45 1 INSULATION APPLICATORS JOURNEY LEVEL $43.75 1M 5D IRONWORKERS rrr JOURNEY LEVEL $47,92 10 5A LABORERS ASPHALT RAKER $36.75 1H 5D BALLAST'REGULATOR rMACHINE $36.24 1H 5D BATCH WEIGHMAN $31.01 1H 5D BRUSH CUTTER $36.24 1H 5D BRUSH HOG FEEDER $36.24 1H 5D BURNERS $36.24 1H 5D CARPENTER TENDER $36.24 1H 5D CASSION`WORKER $37.20 1H 5D CEMENT DUMPER/PAVING $36.75 1H 5D err CEMENT FINISHER TENDER $36.24 1H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1 H 5D CHIPPING GUN(OVER 30 LBS) $36.75 1H 5D d CHIPPING GUN(UNDER 30 LBS) $36.24 1H 5D CHOKER SETTER $36.24 1H 5D CHUCKTENDER $36.24 1H 5D CLEAN-UP LABORER $36.24 1H 5D rat CONCRETE DUMPER/CHUTE OPERATOR $36.75 1H 5D CONCRETE FORM STRIPPER $36.24 1H 5D CONCRETE SAW OPERATOR $36.75 1H 5D ,o CRUSHER FEEDER $31.01 1H 5D CURING LABORER $36.24 1H 5D DEMOLITION,WRECKING&'MOVING(INCLUDING CHARRED MATERIALS) $36.24 1H 5D DITCH DIGGER $36.24 1H 5D Am DIVER $37.20 1H 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $36.75 1 H 5D DRILL OPERATOR,AIRTRAC $37.20 1H 5D r DUMPMAN $36.24 1H 5D EPDXY TECHNICIAN $36.24 1H 5D EROSION CONTROL WORKER $36.24 1H 5D FALLERIBUCKER,CHAIN SAW $36.75 1H 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $28.45 1H 5D construction debris cleanup) FINE GRADERS $36.24 1H 5D FIRE WATCH $31.01 1H 5D FORM SETTER $36.24 1H 5D GABION BASKET BUILDER $36.24 1H 5D GENERAL LABORER $36.24 1H 5D r GRADE CHECKER&TRANSIT PERSON $36.75 1H 5D GRINDERS $36.24 1H 5D GROUT MACHINE TENDER $36.24 1H 5D Page 3 .rr KING COUNTY " Effective 08-31-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $36.24 1H 5D HAZARDOUS WASTE WORKER LEVEL A $37.20 1H 5D HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 5D HAZARDOUS`WASTE'WORKER LEVEL C $36.24 1'H 5D HIGH SCALER $37.20 1H 5D HOD CARRIER/MORTARMAN $36.75 1H 5D JACKHAMMER $36.75 1H 5D LASER BEAM OPERATOR $36.75 1 H 5D MANHOLE BUILDER-MUDMAN $36.75 1H 5D MATERIAL YARDMAN $36.24 1H 5D MINER $37.20 1H 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $36.75 1H 5D PRESSURE AIR&WATER ON CONCRETE&'ROCK,SANDBLAST,GUNITE, SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $36.75 1H 5D PILOT CAR $31.01 1H 5D PIPE POT TENDER $36.75 1H 5D PIPE RELINER(NOT INSERT TYPE) $36.75 1H 5D PIPELAYER&CAULKER $36.75 1H 5D PIPELAYER&CAULKER(LEAD) $37.20 1H 5D PIPEWRAPPER $36.75 1H 5D POT TENDER $36.24 1 H 5D POWDERMAN $37.20 1H 5D POWDERMAN HELPER $36.24 1H 5D POWERJACKS $36.75 1H 5D RAILROAD SPIKE PULLER(POWER) $36.75 1H 5D RE-TIMBERMAN $37.20 1H 5D RIPRAP MAN $36.24 1H 5D RODDER $36.75 1H 5D SCAFFOLD ERECTOR $36.24 1H 5D SCALE PERSON $36.24 1H 5D SIGNALMAN $36.24 1H 5D SLOPERr(OVER 20") $36.75 1H 5D SLOPER SPRAYMAN $36.24 1H 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $36.75 1H 5D SPREADER(CONCRETE) $36.75 1H 5D STAKE HOPPER $36.24 1H 5D STOCKPILER $36.24 1H 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $36.75 1H 5D TAMPER(MULTIPLE&SELF PROPELLED) $36.75 1H 5D TOOLROOM'MAN(AT JOB SITE) $36.24 1H 5D TOPPER-TALLER $36.24 1 H 5D TRACK LABORER $36.24 1H 5D Iwli TRACK LINER(POWER) $36.75 1'H 5D TRUCK SPOTTER $36.24 1H 5D TUGGER'OPERATOR $36.75 1H 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $36.24 1H 5D VIBRATOR $36.75 1H 5D VINYL SEAMER $36.24 1H 5D WELDER $36.24 1H 5D Mli WELL-POINT LABORER $36.75 1H 5D Page 4 rani .r KING COUNTY Effective 08-31-07 WK (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $36.24 1 H 5D wa PIPE LAYER $36.75 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1 �r LANDSCAPING OR PLANTING LABORERS $14.22 1 LATHERS JOURNEY LEVEL $43.79 1M 5D rr METAL FABRICATION(IN SHOP) FITTER $24.94 1 LABORER $25.45 1 LAYEROUT $37.15 1 �r MACHINE OPERATOR $30.96 1 PAINTER $25.15 1 WELDER $30.12 1 MODULAR BUILDINGS do CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 war PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $33.16 213 5A PLASTERERS JOURNEY LEVEL $43.10 1R 5A PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY'LEVEL $8,42 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $56.34 1G 5A POWER EQUIPMENT OPERATORS .M ASSISTANT ENGINEERS $42.14 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $44.92 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $45.41 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH ATTACHMENTS) $45.96 IT 5D 8L r BACKHOES, (75 HP'&UNDER) $44.50 IT 5D 8L BACKHOES, (OVER 75 HP) $44.92 IT 5D 8L BARRIER MACHINE(ZIPPER) $44.92 IT 5D 8L m, BATCH PLANT OPERATOR,CONCRETE $44.92 IT 5D SL BELT LOADERS(ELEVATING TYPE) $44.50 IT 5D 8L BOBCAT(SKID STEER) $42.14 IT 5D 8L BROOMS $42.14 IT 5D 8L BUMP CUTTER $44.92 IT 5D 8L CABLEWAYS $45.41 IT 5D 8L CHIPPER $44.92 IT 5D 8L COMPRESSORS $42.14 IT 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $42.14 IT 5D 8L CONCRETE PUMPS $44.50 IT 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 IT 5D 8L Page 5 KING COUNTY Effective 08-31-07 ****x*******,e*�rsr*****,r**�r*****irie*�****rr,t*,r*************��r*yrir**,t********ter*�r*�r*�,kt*,��*,►w*,e,rr,r******** (See Benefit Code Key) !� Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CONVEYORS $44.50 IT 5D 8L CRANES, THRU 19 TONS,WITH ATTACHMENTS $44.50 IT 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $44.92 IT 5D 8L CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $45.41 IT 5D 8L WITH ATACHMENTS) CRANES,100 TONS-'199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $45.96 IT 5D 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $46.53 IT 5D 8L WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $42.14 IT 5D 8L CRANES,A-FRAME,OVER 10 TON $44.50 IT 5D 8L CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $47.09 IT 5D 8L ATTACHMENTS CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $44.92 IT 5D 8L CRANES,OVERHEAD,,BRIDGE TYPE(45-99 TONS) $45.41 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $45.96 IT 5D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $45.96 IT 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $46.53 IT 5D 8L CRUSHERS $44.92 IT 5D 8L DECK ENGINEER/DECK'WINCHES(POWER) $44.92 IT 5D 8L DERRICK,BUILDING $45.41 IT 5D 8L DOZERS,D-9&UNDER $44.50 IT 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $44.50 IT 5D 8L DRILLING MACHINE $44.92 IT 5D 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $42.14 IT 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $44.50 IT 5D 8L rlt FINISHING MACHINEIBIDWELL GAMACO AND SIMILAR EQUIP $44.92 IT 5D 8L FORK LIFTS,(3000 LBS AND OVER) $44.50 IT 5D 8L FORK LIFTS,(UNDER 3000 LBS) $42.14 IT 5D 8L GRADE ENGINEER $44.50 IT 5D 8L GRADECHECKER AND STAKEMAN $42.44 IT 5D 8L GUARDRAIL PUNCH $44.92 IT 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $44.50 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $42.14 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $44.50 IT 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $45.41 1 T 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $45.96 IT 5D 8L LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $44.92 IT 5D 8L rp LOCOMOTIVES,ALL $44.92 IT 5D 8L MECHANICS,ALL $45.41 IT 5D 8L MIXERS,ASPHALT PLANT $44.92 IT 5D 8L MOTOR PATROL GRADER(FINISHING) $44.92 IT 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $44.50 IT 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $45.41 IT 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 IT 5D 8L OPERATOR PAVEMENT BREAKER $42.14 IT 5D SL PILEDRIVER(OTHER THAN CRANE MOUNT) $44.92 IT 5D 8L PLANT OILER(ASPHALT,CRUSHER) $44.50 IT 5D 8L POSTHOLE DIGGER,'MECHANICAL $42.14 IT 5D 8L POWER PLANT $42.14 IT 5D 8L Page 6 im KING COUNTY Effective 08-31-07 i" (See Benefit Code Key) Over PREVAILING Time Holiday Note rw Classification WAGE Code Code Code PUMPS,WATER $42.14 IT 5D 8L QUAD 9,D-10,AND HD-41 $45.41 IT 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 IT 5D 8L EQUIP RIGGER AND BELLMAN $42.14 IT 5D 8L ROLLAGON $45.41 IT 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $42.14 1T 5D 8L ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $44.50 IT 5D 8L ROTO-MILL,;ROTO-GRINDER $44.92 IT 5D 8L SAWS,CONCRETE $44.50 IT 5D 8L SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $44.92 IT 5D 8L OFF-ROAD EQUIPMENT(UNDER 45 YD) SCRAPERS-SELF'PROPELLED,HARD TAIL END DUMP,ARTICULATING $45.41 IT 5D 8L OFF-ROAD EQUIPMENT(45 YD AND OVER) w SCRAPERS,CONCRETE AND CARRY ALL $44.50 IT 5D 8L SCREED MAN $44,92 IT 5D 8L SHOTCRETEGUNITE $42.14 IT 5D 8L SLIPFORM PAVERS $45.41 IT 5D 8L r SPREADER,TOPSIDE OPERATOR-BLAW KNOX $44.92 IT 5D 8L SUBGRADE TRIMMER $44,92 IT 5D 8L TOWER BUCKET ELEVATORS $44.50 IT 5D 8L we TRACTORS,(75 HP&UNDER) $44.50 IT 5D 8L TRACTORS,(OVER 75 HP) $44.92 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $44.92 IT 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $45.41 IT 5D 8L TRENCHING MACHINES $44.50. IT 5D 8L TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $44.50 IT 5D 8L TRUCK CRANE'OILER/DRIVER(100 TON&OVER) $44.92 IT 5D 8L rrr TRUCK MOUNT PORTABLE CONVEYER $44.92 IT 5D 8L WHEEL TRACTORS,;FARMALL TYPE $42.14 IT 5D 8L YO YO PAY DOZER $44.92 1 T 5D 8L POWER EQUIPMENT'OPERATORS-UNDERGROUND'SEWER&WATER (SEE POWER`EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $35.62 4A 5A ww SPRAY PERSON $33.82 4A 5A TREE EQUIPMENT OPERATOR $34.27 4A 5A TREE TRIMMER $31,88 4A 5A TREE TRIMMER GROUNDPERSON $24.03 4A 5A REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $54.01 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27,05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL'CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $43.59 1E 5P RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $28.74 1H 5G Page 7 KING 'COUNTY Effective 08-31-07 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code >RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $54.01 1'G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $36.08 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $30.51 1B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO[TILE SETTERS JOURNEY LEVEL $41.96 113 5A ROOFERS JOURNEY LEVEL $36.78 iR 5A USING IRRITABLE BITUMINOUS MATERIALS $39.78 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $51.97 1E 6L SHIPBUILDING&SHIP REPAIR BOILERMAKER $31.46 1H 6W CARPENTER $30.74 1'B 6X ELECTRICIAN $30.37 18 6X HEAT&FROST INSULATOR $46.13 1S 51 LABORER $29.26 16 6X MACHINIST $30.29 1B 6X OPERATOR $30.22 113 6X PAINTER $32.34 1B 6X PIPEFITTER $30.22 1B 6X RIGGER $30.33 1B 6X SANDBLASTER $30.22 1B 6X SHEET METAL $30.48 1B 6X SHIPFITTER $30.32 1B 6X TRUCKER $30.17 113 6X WAREHOUSE $30.20 1B 6X WELDER/BURNER $30.32 1 B 6X SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $22.92 1 SIGN MAKER $21.36 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $27.28 1 SIGN MAKER $33.25 1 SOFT FLOOR LAYERS JOURNEY LEVEL $36.08 113 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S Page 8 wri KING COUNTY Effective 08-31-07 +� (See Benefit Code Key) Over PREVAILING Time Holiday Note w.r Classification WAGE Code Code Code SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $54.24 1X 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) .w JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 to INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22,76 1 r� TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $30.66 2B 5A HOLE DIGGER/GROUND PERSON $17.19 2B 5A INSTALLER(REPAIRER) $29.41 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A SPECIAL APPARATUS INSTALLER I $30.66 2B 5A SPECIAL APPARATUS INSTALLER II $30.05 26 5A TELEPHONE EQUIPMENT OPERATOR(HEAVY) $30.66 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $28.53 2B 5A TELEVISION GROUND PERSON $16.31 2B 5A TELEVISION LINEPERSON/INSTALLER $21.68 2B 5A TELEVISION,SYSTEM TECHNICIAN $35.78 2B 5A TELEVISION TECHNICIAN $23.19 2B 5A TREE TRIMMER $28,53 2B 5A "r TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $41.96 1B 5A TILE,MARBLE&TERRAZZO FINISHERS rw FINISHER $35.79 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1K 5A TRUCK DRIVERS ASPHALT MIX,(TO 16 YARDS) $41.19 IT 5D 8L ASPHALT MIX(OVER 16 YARDS) $41.90 IT 5D 8L DUMP TRUCK $41.19 IT 5D 8L rw DUMP TRUCK&TRAILER $41.90 IT 5D 8L OTHER TRUCKS $41,90 IT SD 8L TRANSIT MIXER $23.45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS +� IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $18.00 1 r� rrr Page 9 ■r