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HomeMy WebLinkAboutSWP272012 (2) 1 Arm ALE HA. CROWSER 1 Earth and Environmental Technologies 1 ' Plans and Specifications PCB Remediation, West Parking Lot Site, ' Houser Way Storm Sewer Bypass, and South Site Storm Sewer Interceptor Work ' PACCAR Renton Site ' Prepared for PACCAR, Inc. ' May 31, 1991 J-1639-21 1 Document Set No. —Tk,4 -- z 1 1 Seattle,Tacoma,Richland,Anchorage,Portland,San Francisco,Long Beach ' TECHNICAL SPECIFICATIONS ' CONTENTS Section Title DIVISION 0 - INFORMATION AND CONDITIONS 00100 Introduction 00150 Schedule 00200 Definitions 00300 Contract and General Conditions ' Standard Form of Agreement Between Owner and Contractor ' General Conditions of the Contract for Construction ' 00400 Insurance 00401 Indemnification ' 00500 Instruction to Bidders ' 00550 Bid Forms ' 00600 Material Safety Data Sheets 00800 Information Available to Bidders 00850 Drawings Index ' i CONTENTS (Continued) Section Title DIVISION 1 - GENERAL 01010 Summary of Work 01100 Health and Safety Requirements ' 01200 Project Meetings J g ' 01300 Submittals 01400 Quality Control 01500 Temporary Facilities ' 01550 Permits rmi ' 01560 Environmental Protection ' 01700 Project Closeout DIVISION 2A - SITE WORK FOR PCB REMEDIATION ' 02100A PCB Site Preparation 02220A PCB Excavation, Hauling, and Disposal ' 02223A PCB Backfillin g ' 02224A PCB Dewatering 02282A PCB Stockpiling 02514A Drying of PCB Soils and Sediments ' ii 1 ' CONTENTS (Continued) Section Title DIVISION 2B - SITE WORK FOR WEST PARKING LOT ' 02100B West Parking Lot Site Preparation 02220B West Parking Lot Excavation and Hauling 02223B West Parkin Lot Backfillin g g r02224B West Parking Lot Dewatering 02282B West Parking Lot Stockpiling 02720B West Parking Lot Storm Drain Utilities ' DIVISION 2C - SITE WORK FOR HOUSER STORM SEWER BYPASS 02200C Houser Storm Sewer Bypass Earthwork 02224C Houser Storm Sewer Bypass Dewatering ' 02282C Houser Storm Sewer Bypass Stockpiling ' 02720C Houser Storm Sewer Bypass Storm Sewerage DIVISION 2D - SITE WORK FOR SOUTH SITE INTERCEPTOR 02200D South Site Interceptor Earthwork 02224D South Site Interceptor Dewatering ' 02282D South Site Interceptor Stockpiling 02720D South Site Interceptor Storm Sewerage iii DIVISION 0 - INFORMATION AND CONDITIONS ' *** SECTION 00100 - INTRODUCTION *** ' PART 1 - INTRODUCTION t A. PACCAR, Inc., wants to engage a CONTRACTOR to excavate, haul, dry, stockpile, and dispose of soil, sediment, and debris contaminated with PCBs, at their Renton, Washington, facility, as fully detailed in these specifications and accompanying plans. B. The CONTRACTOR will excavate, haul, and stockpile potentially contaminated soil; install stormwater management utilities; and place fill at the West Parking Lot as fully detailed in these specifications and accompanying plans. ' C. The CONTRACTOR will install a storm sewer bypass; the storm sewer bypass will be installed on the west side of Houser Way North, along the ' west side of the West Parking Lot, and along the south side of North 8th Street; the CONTRACTOR will stockpile soil from the pipe trenches on ' site, and will pump water from the trenches to holding tanks prior to discharge, as fully detailed in these specifications and accompanying plans. D. The CONTRACTOR will install a storm sewer interceptor; the interceptor will be installed across the central portion of the site, and north to North ' 8th Street; the CONTRACTOR will stockpile soil from the pipe trenches on site, and will pump water from the trenches to holding tanks prior to discharge, as fully detailed in these specifications and accompanying plans. *** END OF SECTION 00100 *** 00100-01 1 r *** SECTION 00150 - SCHEDULE *** PART 1 - SCHEDULE 1.01 SCHEDULE r A. PACCAR s proposed schedule is as follows: Send out RFP Friday May 31, 1991 rPre-Bid Conference including Walk-through of Project Site Friday June 7 - 9:00 a.m. r Bids Due (3 copies) Friday June 21 - 4:00 p.m. 1 Award of Contract Monday July 8 r Start Work (Mobilization) Monday July 22 i Complete PCB Excavation Friday August 30 ' and stockpiling Complete West Parking Lot Friday September 13 work: ready to pave r Complete off-site disposal Friday September 27 of PCB materials ' Complete Houser Storm Friday October 4 Sewer Bypass rComplete South Site Storm Friday October 4 Sewer Interceptor 1 B. CONTRACTOR must submit with its bid package any proposed revisions to the above schedule. r *** END OF SECTION 00150 *** r00150-01 r ' *** SECTION 00200 - DEFINITIONS *** PART 1 - DEFINMONS 1.01 DEFINITIONS A- PACCAR, Inc., herein after referred to as PACCAR, is a Delaware corporation which owns and operates the site where the work will be ' conducted. 1. PACCAR on-site representative is Claus Hackenberger. 2. PACCAR project manager is Bob Butler, Corporate Environmental Manager, or his designated representative. B. Hart Crowser, Inc., herein after referred to as ENGINEER, is PACCAR's ' remediation and geotechnical engineering consultant for the project. Bush, Roed & Hitchings, Inc., is PACCAR's civil engineering consultant for the West Parking Lot work. SSOE, Inc., is PACCAR's civil engineering consultant for the Houser Way Storm Sewer Bypass and the South Site Storm Sewer Interceptor work. Bush, Roed & Hitchings,Inc., was responsible for the design of the West Parking Lot; and prepared Bush Roed & Hitchings Plan Sheets 1 through 8 ' (as attached to this bid document), and specifications contained on those plan sheets. SSOE, Inc., was responsible for the design of the Houser Way Storm Sewer Bypass and the South Site Storm Sewer Interceptor, and prepared SSOE Plan Sheets 1 through 8, and specification sections 02200C, 02720C, 02200D and 02720D (as contained in this bid document). C. CONTRACTOR will be the successful bidder who is awarded the contract for this project and all subcontractors. END OF SECTION 00200 00200-01 *** SECTION 00300 - CONTRACT AND GENERAL CONDITIONS *** ' PART I - CONTRACT AND GENERAL CONDITIONS 1.01 CONTRACT A. American Institute of Architects (AIA) Document 101, Standard Form of ' Agreement Between Owner and Contractor," will be used as the basic contract document. A copy of AIA Document 101 is attached. 1. The contract must be executed by both parties prior to start of any on-site construction. CONTRACTOR at his sole risk may set up construction trailers and store construction equipment on-site prior to execution of the Agreement. However, the CONTRACTOR must have written intent to award contract from PACCAR and provide acceptable insurance certificate to PACCAR prior to entry onto site property. 1 2. CONTRACTOR must include in his bid package any proposed alterations it desires to AIA Document 101. ' 3. "ENGINEER" will be substituted for "ARCHITECT' each time it occurs in AIA Document 101. 1.02 GENERAL CONDITIONS A. American Institute of Architects (AIA) Document 201, "General Conditions of the Contract for Construction," will be used as the general terms and ' conditions for the contract. A copy of AIA Document 201 is attached. 1. Where there is a conflict between AIA Document 201 and these ' Plans and Technical Specifications, the latter will apply. 2. CONTRACTOR must include in his bid package any proposed ' alterations it desires to AIA Document 201. ' 3. "ENGINEER" will be substituted for "ARCHITECT" each time it occurs in AIA Document 201. ' 00300-01 1 4. Section 3.18.1, Indemnification, of AIA Document 201, has been deleted. PACCAR indemnification language is listed in Section 1 00401. Contractor must submit with its bid package and proposed revisions to PACCAR's indemnification language. 1 5. Section II, Insurance, of AIA Document 201, has been deleted. PACCAR insurance requirements are listed in Section 00400 of 1 Division 0. CONTRACTOR must submit with its bid package any proposed revisions to PACCAR's insurance requirements. B. CONTRACTOR will at all times (when work is being accomplished) have a superintendent on site who has received required training as a supervisor under WAC 296-62-300, Hazardous Waste Operations and Emergency Response. 1 C. The successful CONTRACTOR will receive a copy of the Consent Decree for this site. The CONTRACTOR shall be legally bound to all provisions of the Consent Decree which are applicable to their work. *** END OF SECTION 00300 *** i i 1 1 1 1 i 1 00300-02 7 H Z A M E I I C A N I N S T I T U T E O F A R C H I T E C T S AIA Document A101 Standard Form- of Agreement Between 1 Owner, and Contractor where the basis of payment is a ' STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. ' The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted. in tbrs document by reference. Do not use untb otber general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America- ' AGREEMENT made as of the day of in the year of ' Nineteen Hundred and BETWEEN the Owner: (Name and address) and the Contractor: ". (Name and address) The Project is: ' (Name and location) The Architect is: (Name and addivn) - The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ©1987 by The American Institute of Archi- tects, 1735 New York Avenue,N.W., Washington, D.C.20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright 12WS of the United Stales and will be subject to legal prosecution. ' AIA DOCUMENT Al01 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION • AIA* ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 1 t I, ARTICLE 1 THE CONTRACT DOCUMENTS" The Contract Documents consist of this Agreement Conditions of the Contract:(General,Supplementary and other Conditiotss) 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 utxhed to this Agreement or repeated herein_The Contract represents the entire and integrated agreement between the parties hereto and t supersedes prior negotiations,representations or agreements,either written or orate An enumeration of the Contract Documents, t other than Modifications,appears in Article 9. I ' ARTICLE Z t THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents,except to the extent specifically indicated in ' the Contract Documents to be the responsibility of others, or as follows: `1 i I , I I I I i ' ARTICLE T DATE OF COMMENCEMENT-AND SUBSTANTIAL COMPLETION ' . -1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured,and shall be the date of this Agreement,as fast written above;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 commemement:if it differs fronr the date of this Agreermem or, if applicable,state tbat tbedate mill be fixed in a notice to proceed) ' Unless the date of commencement is established b a notice to rotted issued b th Y p y e Owner, the Contractor shall notify ter Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages,mechanic's liras and other security interests. TZ The Contractor shall achieve Substantial Completion of the entire Work not later than ' (Insert thecaiemdardateormumberojcalendardaysafterThedateofcommencement.AlsoinsertanyrequirememuforeariterSubcstantiaiCompletionofcv tairr portions of the work if not stared eisembere in the Contract Documems.) subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions. tf any,for liquidated damages relating to failure to complete on time.) ' AIA DOCUMENTA101 - OWNER-CONTRACTOR AGREEMENT - TWELFTH EDITION - ALA* - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE.N.W.,WASHINGTON,D.C.20006 A101-1987 2 s .. a ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contactor in current funds for the Conu=oes performance of the Contract the Conan r Sum of r is tract Documents. ).subject to additions and deductions as provided in the Con ' 4.2 The Contract Sum is based upon the following alternates,if any, which are described in the Contract Documents and arc hereby accepted by the Owner. I ' (State ibe numbers or otber identifkadow of accepted atternatm/f decisions on otber alternates are to be made by rbe Cumersubsequent to the execution of tins Agnrment,attacb a Schedule of Saab otber alternates sboming the amount for each and the date until wineb that amount is valid) I ' 4.3 Unit prices, if any, ate as follows t - . t ALA tl'OC LMNT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION • ALA* ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-'987 3 ' ARTICLE 5 PROGRESS PAYMENTS. ' 5.1 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. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: ' 5.3 Provided an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make payment to the Contractor not later than the day of the month.If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ' days after the Architect receives the Application for Payment. 5.4- Each Application for Payment shall be based upon the 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 ' and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require.This Schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 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 6- Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5 6t1 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 total Contract Sum allocated to that portion of the Work in the ' Schedule of Values, less reminage of percent ( %).Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order, ' 5.6.2 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 reminage of percent( %); 56.3 Subtract the aggregate of previous payments made by the Owner; and 5.6 4- Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. ' 5"-7' The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5:T.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ' percent( %)of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and 5 T.2 Add, if final completion of the Work is thereafter materially deiaved through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. ' 5.8' Reduction or limitation of reminage, if any, shall be as follows: (if it is intended,prror to Substantial Completion of the entire trork, to reduce or limit the rrtantaHe resuintiR from the percentakes Inserted in Subpara- graphs 5.0.l and 5.G.1 abate- unit Ibis is not explained elseu•bere lit the Contract Documents, insert berr prortsums for sucb reduction or limitation.) ' AIA DOCUMENT A101 • OWNER-CONTRACTOR .AGREEMENT • TWELFTH EDITION • AIA° • 19ti7 THE AMERICAN INSTITUTE OF ARCHITECTS, I-iS NEW YORK AVENUE.V.VC'.,WASHINGTON,D.C.?W116 A101-1987 4 ARTICLE 6 FINAL PAYMENT Final payment,constituting the cadre unpaid balance of the Contract Sum,shall be made by the Ownerto the Contractor when(1) the Contract has been fully pcdoaned by the Contractor except for the Contractor's responsibility to correct nonconforming Worst as provided in Subparagraph 12.2.2 of the Genera!Conditions and to satisfy other requirements,if any, which necessarily survive final payment;and(2)a final Certificate for Payment has been issued by the Architect;such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment or as follows: ' ARTICLE T MISCELLANEOUS PROVISIONS" ' 7:.1 Where reference is made m dris Agreement to a provision of the General.Conditions oranother Contract Document,the ref- erence refers to that provision as amrcaded or supplemented by other provisions of the:Contract Documents. T.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 tare prevailing from time to time ar the place where the Project-is lorited_ (lnserrnue of interest agreed upon,if any) ' (Usury Imas and requirements under the redvn[Truth in Lending Act.Similarstate and vocal consumer credit tours and otber r eguiationsat the Oumer sand Contractor's principal prates of business rbe iomtton of the Project and elsembere may affect the z Widlty of tbfs provision.Legal advace sbould be obtained untb respect to deletions or modif kado r.and also regarding requirements such as umtten disclosures or rcntrerx) 73: Other provisions: 4 ARTICLE 8 ' TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. ' ALA DOCUMENT A101 • OWNER-CONTRAC—.OR AGREEMENT • TWELFTH EDITION• AIA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS.1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 5 ARTICLE 9 ' ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement,arc enumerated as follows: 9.1.1 TheAgreemenr is this executed Standard Form of Agreement Between Owner and Conaactor,AIA Document Al01, 1987 1 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction,ALA Document A201, 1987 Edison. 9.1.3' The Supplementary and other Conditions of the Conttacc are those contained in the Projea Manual dated ' , and are as follows: Document .��e p2g es 1 1 9_1.4 The Specifications are those contained in the Project Manual.dated as in Subparagraph 9.1.3,and are as follows_ (Eitber list tbe-Specifications bere,or refer to air exhibit attacbed to this Agreement) Section: Titles pages 1 . . -1 1 - I 1 AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • T"WELMI EDITION • AIA, 7 c 1 », TI IE AhIERICAN INtiTITUTE OF ARCfi1TECTS .. _........---- 9:1.5 The Drawings arc as follows, and are dated unless a different dare is shown below: (Eirberiist rbr Drawing:berr or refer to an esbiw anacbed to rbis ) Number Tidy Dam- 9-1.6!- The Addenda,if any,arc as follows: Number Aafo P2gCS Portions of Addenda relating to bidding requirements arc not Part of the Contract Documents unless the bidding requirements are also cnumerated in this Article 9. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION • AIAe ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 7 {I ' 9.1.T Other documents, if any, forming parr of the Contract Documents arc as follows: (List bare any adWttarai.documents mbicb are intended to form parr of the Cmrbaa Doaaw nM 7br General Conditions prmnde rbat bidding requirements such ' as advertisement or invitation to bid,Instructions to Bidder;sample form,and the Contreaor's bid are not part of the Contraa Doatments unless enumerated in tbts Agreement. They sbould be listed bere only if intended to be pars of for Cono as Documernt) i = 1 . This Agreemenr is entered into as of the day and year first written aboveand is cn=ted in at least three original topics of which one is to be delivered to theCon=aor;one to theArchitea for use is theadminicmdon of the Contract,and the remainder to the Owner_ OWNER CONTRACTOR (Signature) (Signature) ' (Printed name and title) (Printed name and title) AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION •ALA* • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 8 4 C 7 H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T• S AIA Document A201 r General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES, CONSULTATION WITH AN ATTORNEY IS ENCOURAGED W177i RESPECT TO ITS MODIFICATION 198T EDITION TABLE OF ARTICLES I. GENERAL PROVISIONS 8_TIME 2-OWNER 9. PAYMENTS AND COMPLETION 3_ CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY 4:=ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS S-SUBCONTRACTORS - 12_UNCOVERING AND CORRECTION OF WORK 6_ CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 14_ TERMINATION OR SUSPENSION OF THE T_ CHANGES IN THE.WORK CONTRACT This document has been approved and endorsed by the Associated General Contractors of America. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976,©1987 by TheArnencan Institute of Architects, 1735 New York Avenue,N.W.,Washington,D.C.,20006.Reproduction of the matenai herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecutions. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA's •O 19S7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,lx,kSHINGTON,D.C.'IMNX6 A201-1987 INDEX Acceptance of Nonconforming Wort......... 9.6-6.9-9.3,12.3 Building Permit: .... ... ............................. 3.7.1 Acceptance of Work . ... .. ..... 9.6.6,9.8.2.9.9-3,9.10.1,9.10.3 Capitalization. . . . . . .. ............................... 1.4 Access to Work........................... 3.16,6.2.1,12.1 Certificate of Substantial Completion ..... ............... 9.8.2 Accident Prevention.............................. 4.2-3,10 Certificates for Payment....... 4.2.5,4.2.9,9.3-3,9.4,9.5,9.6.1, Acts and Omissions ... 3.2-1,3.22,3.3-2,3.12.8,3.18,4.2-3,4.3.2, 9.6.6,9.7.1,9.8-3, 9.10.1, 9.10.3, 13.7, 14.1-1.3, 14.2.4 4.3-9, 8.3-1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 Certificates of Inspection,Testing or Approval ..... 3.12-11,13-5.4 Addenda . . . . . . . ..... ................. .... .... 1.1.1,3.11 Certificates of Insurance .................. 9.3.2,9.10.2,11.1.3 Additional.Cost,Claims for... ...... 4.3.6,4.3.7,4.3.9,6.1.1,10.3 Change Orders... .. . 1.1.1,2.4.1,3.8.2.4,3.11,4.2.8,4.3-3.5.2-3, Additional Inspections and Testing....... 4.2.6,9.8.2,12.2.1, 13.5 7.1,7.2, 7.3.2,8.3-1,9.3-1.1,9A0.3. 11.3-1.2, Additional Time,Claims for. ............ 4.3.6,4.3.8,4.3.9,8.3.2 11.3.4, 11.3.9, 12.1.2 ADMINISTRATION OF THE CONTRACT ....... 3.3-3.4,9.4,9.5 Change Orders,Definition of. ......................... 7.2.1 Advertisement or invitation to Bid.............. .... .... 1.1.1 Changes. . ..... .. .... ............ .................. 7.1 Aesthetic Effect. .... . .... ................ ..... 4.2.13,4.5.1 CHANGES IN THE WORK .... 3.11,4.2.8,7,8.3.1.9.3.1.1,10.1.3 Allowances . . .. . .. ... ................ .............. 3.8 Claim,Definitlon of. ... .. ...... ..................... 4.3.1 All-risk Insurance.... ............................. 11.3-1.1 Claims and Disputes . ......... ...... 4.3,4.4,4.5,6.2.5,8.3-2, Appilcations for Payment . , 4,2*1,7*3*7,9*2,9.3,9,4,9,5*1,1*6*1, 9.3-1.2,9.3.3,9.10.4, 10.1-4 9.8.3, 9.10.1,9.10.3, 9.10.4, 11.1.3, 14.2.4 Claims and Timely Assertion at Claims ................ 4.5.6 Approvals . .. . 2.4,3.3-3,3.5.3.10.2,3.12.4 through 3.12.8,3.18.3, Claims for Additional Cost........ 4-3.6,4.3.7,43.9,6.1.1,10.3 4.2.7,9.3.2, 11.3-1.4, 13.4.2, 13.5 Claims for Additional Time..... .. .. .. . 4.3.6,4.3.3,4.3-9,8.3.2 Arbitration . . . .. . .. . . ........... 4.1.4,4.3.2,4.3.4,4.4.4,4.5, Claims for Concealed or Unknown Conditions.. . ........ 4.3.6 8.3.1, 10.1.2, 11.3.9, 11-3.10 Claims for Damages. . .3.18,4.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2, 10.1.4 Architect .. . . . .. . .. .. ... ..... 4.1 Claims Subject to Arbitration.. .... . .......... 4.3.2,4.4.4,4.5.1 Architect,Definition of.'.'.* .. .... ..... 4-1-1 Cleaning Up . . ... .. .... .. . .. ...... ...... 3.15,6.3 Architect,Extent of Authority........ 2-4,3.12.6,4.2,4.3.2,4.3.6, Commencement of Statutory Limitation Period .......... 13.7 4.4, 5.2,6.3, 7.1.2-7.2.1, 7.3.6, 7.4,9.2,9.3.1, Commencement of the Work,Conditions Relating to ....... 2.1.2, 9.4, 9.5, 9.6.3.9.8.2.9.8-3,9.10.1,9.10.3, 12.1, 12.2.1, 2.2.1,3.2.1,3.2.2,3.7.1, 3.10.1, 3.12.6,4.3.7, 5.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4 6.2.2,8.1.2,8.22,9.2, 11.1.3, 11.3.6, 11.4.1 Architect;Limimaonsof Authority and Responsibiliry. 3.3-3,3.12.8, Commencement of the Work,Definition of............... 8.1.2 3.12.11,4.1.2,4.2.1, 4.2.2,4.2.3,4.2.6, 4.2.7, 4.2.10, 4.2.12, Communications Facilitating Contnct: - 4.2.13,4.3.2,5.2.1, 7.4,9.4.2,9.6.4,9.6.6 Administration . ..................-.--- 3.9-1,4.2-4,5.2.1 Architect's Acitiftional-Services and Expenses .......... 2.4,9.8.2, Completion,Conditions Relating EO . ...... 3.11,3.15,4.22,4.2.9, 11.3-1.1, 12.2.1, 12.2.4, 13.5.2, 13.5-3, 14.2.4 4.3.2,9.4.2,9.8,9.9-1,9.10, 11-3.5, 122-2. 13.7.1 Archttect's Administration ottheContrac: .......... 4.2_4.3.6, COMPLETION,PAYMENTS AND......................... 9 4.3.7, 4.4,9.4,9.5 Completion,Substantial......... 4.2.9,4.3.5.2,8.1.1,3.1-3,8.2.3, Architect's Approvals 2.4.3.5.1,3.10.2.3-12.6,3.12.8,3.18.3,4.2.7 9.8, 9.9.1, 12.2.2, 13.7 Architect's Authority to Reject Work.... 3.5.1,4.2.6, 12.1.2,12.2.1 Compliance with Laws...... 1.3,3.6,3.7,3.13,4.1.1,10.2.2,11.1, Architect's Copyright ................................. 1.3 11.3, 13.1, 13.5.1, 13.5.2, 13.6, 14.1.1. 14.2.1.3 Architect's Decisions.......... 4.2.6.42.7,4.2-11,4.2.12,4.2.13, Concealed or Unknown Conditions. .................... 4.3.6 4.3.2,4.3.6, 4.4.1,4.4.4,4.5,6.3,7.3.6, 7.3-8,8.1-3,8.3.1, Conditions of the Contract . ...... ........... 1.1.1,1.1.7,6.1.1 9.2.9.4,9.5.1,9.8.2,9.9.1, 10.1.2, 13.5.2, 14.2-2, 14.2.4 Consent,Written ...... ............ 1.3-1,3.12.8,3.14.2,4.1.2, Architect's Inspections ........... 42-2.4.2.9,4.3.6,9.4.2,9.8.2, 4.3.4, 4.5.5,9.3.2,9.8.2,9.9.1,9.10-2,9.10.3,10-1.2,10.1-3, 9.9.2,9.10.1, 13.5 11.3-1, 11.3-1.4, 11.3-11, 13.2- 13.4.2 Architect's Instructions,, 4*2,6,4*2.7,4,2_8,4*3*7,7*4,I,12.1,11*1*2 CONSTRUCTION BY OWNER OR BY SEPARATE Architect's Interpretations................. 4.2.11,4.2.12,4.3.7 CONTRACTORS .............................. 1.1.4,6 Architect's On-Site Observations ........ 4.2.2,4.2.5,4.3.6,9.4.2, Construction Change Directive,Definition of.............. 7.3.1 9.5.1,9.10.1, 13.5 Construction Change Directives .... 1.1.1,4.2.8,7.1,7.3,9.3.1.1 Architect's Project Representative . ........ ..... . . ..... 4.2.10 Construction Schedules,Contractor's .. ..... ........ 3.1 o,6.1.3 Architect's Relationship with Contractor ....... 1.1.2,3.2.1,3.2.2, Contingent Assignment of Subcontracts ................ 5.4 3.3-3, 3.5-1, 3.7-3.3.11,3.12.8.3.12-11,3.16,3.18, 4.2.3, 4.2.4, Continuing Contract Performance . ................... 4.3.4 4.2.6,4.2.12,5.2,622,7.3.4,9.8.2, 11.3.7, 12.1, 13.5 Contact,Definition of..... .......................... 1.1.2 Architect's Relationship with Subcontractors.... 1.1.2,4.2.3,4.2.4, CONTRACT,TERMINATION OR 4.2.6,9.6.3, 9.6.4, 11.3.7 SUSPENSION OFTHE . ................. 4.3.7,5.4.1.1,14 Architect's Representations................. 9.4.2,9.5.1,9.10.1 Contract Adminisu-auon ..................... 3.3.3.4,9.4,9.5 Architect's Site Visits........ 4-22,4.2-5.4.2.9,4.3.6,9.4.2,9.5.1, Contract Award and Execution,Conditions Relating to...... 3.7.1. 9.8.2,9.9.2,9.10.1, 13.5 3.10, 5.2.9.2, 11.1-3. 11.3.6, 11.4.1 Asbestos . . . . . . .. ... ... .. ............. ............. 10.1 Contract Documents,The . . ..... .. ......... ..... 1.1, 1.2,7 AttomcyS'Fe= . .. ... .................. 3.18.1,9.10.2,10.1.4 Contract Documents,Copies Funnishedand Use of. .. 1.3,2.2.5,5.3 Award of Separate Contracts....... ........ .. .. . .... ... 6.1.1 Contract Documents.Definition of . . ... ......... ....... 1.1.1 Award of Subcontracts and Other Contracts for Contract Performance During Arbitration.. .. .. ...... 4.3.4,4.5.3 Portions of the Work . . ... . . . .... ... . ...... .... . ... 5.2 Contract Sum. . . . . . . . .. . . ... . . .. 3.8,4.3.6,4.3.7,4.4.4,5.2.3. Basic Definitions. . . .. ... ........ ... . .. . ..... . .. .... . 1-1 6.1-3, 7.2. 7.3,9.1, 9.7, 11.3.1, 12.2.4, 12.3, 14.2.4 Bidding Requirements. .. ......... .... 1.1.1, 1.1.7,5.2.1, 11.4.1 Contract Sum,Definition of.. . . .. ..... . . .. .. .. ........ . 9.1 Boiler and Machinery Insurance . . .. . . ..... .. . .. . .. . . 11.3-2 Contract Time . .. . . . ... . .... . .. 4.3.6,4.3.8,4.4.4,7.2.1.3,7.3. Bonds,Lien . . . . . . . . . . . . . . .... . . ... . ... .... . .. .... 9.10-2 8.2.1, 8.3-1.9.7, 12.1.1 Bonds.Performance and Payment.. .. . 7.3.6.4.9.10.3, 11-3.9, 11--* Contract Time,Definition of.. ... .. . .... . .. .... ........ 8.1.1 ALA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION- FOURTEENTH EDITION 2 A201-1987 AIAS -(C:)1987 THE AMERIC.AN INSTITUTE OF ARCHITECTS. 1-35 NEW YORK AVENUE.N.W..WASHINGTON,D.C.20006 ,T ' CONTRACTOR ....... ............... ................. 3 Emergencies ... . . .. . ....... ... . . . . .... ....... 4.3.7,10.3 Contractor,Definition of .. .. ..................... 3.1,6.1.2 Employees,Contractor's .... .... . . 3.3.2,3.4.2,3.8.1,3.9,3.18.1, ' Contractor's Bid, 1.1.1 3.18.2, 4.2.3, 4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Construction Schedules ............. 3.10,6.1.3 Equipment,tabor,M:Iresials and.. . . . . .... 1.1.3, 1.1.6,3.4,3.5.1, Contractor's Employees .. .. ... 3.3.2,3.4.2,3.8.1,3.9,3.18,4.2.3, 3.8.2, 3.12.3, 3.12.7, 3.12.11,3.13, 3.15.1, 4.2.7, 4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 6.2.1. 7.3.6, 9.3.2,9.3.3, 11.3, 12.2.4, 14 Contractor's Liability Insurance........... ............ 11.1 Execution and Progress of the Work .,. . .. . 1.1.3, 1.2.3,3.2,3.4.1, ' Contractor's Relationship with Separate Contractors 3.5.1, 4.2.2, 4.2.3, 4.3.4, 4.3.8, 6.2.2, 7.1.3, and Owner's Forces . . . . .. 2.2.6,3.12.5,3.14.2,4.2.4,6,12.2.5 7.3.9, 8.2, 8.3, 9.5,9.9.1, 10.2, 14.2, 14.3 Contractor's Relationship with Subcontractors ....... 1.2.4,3.3.2, Execution, Correlation and Intent of the 3.18.1,3.18.2, 5.2, 5.3, 5.4, 9.6.2, 11.3.7, 11.3.8, 14.2.1.2 Contract Documents .......... . . . .. ....... .... 1.2,3.7.1 ' Contractor's Relationship with the Architect . ... 1.12,3.2.1,3.2.2, Extensions of Tune . .. .......... 4.3.1,4.3.8,7.2.1.3,8.3,10.3.1 3.3.3, 3.5.1,3.7.3,3.11, 3.12.8 3.16,3.18, 4.2.3,42.4,4.2.6, Failure of Payment by Contactor. . ... ......... 9.5.1.3,14.2.1.2 4.2.12, 5.2,6.2.2,7.3.4,9.8.2, 11.3.7, 12.1, 13.5 Failure of Payment by Owner . 4.3.7,9.7,14.1.3 Contractor's Representations.. 1.2.2,3.5.1,3.12.7,6.2.2,8.2.1,9.3.3 Faulty Work(See Defective or Nonconforming Work) Contractor's Responsibility for Those Final Completion and Final Payment . .. .. . . . 4.2.1,4.2.9,4.3.2, Performing the Work .. . .. ...... .... .. 3.3.2,3.18,4.2.3, 10 4.3.5,9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1, 13.7 Contractor's Review of Contract Documents...... 1.2.2,3.2,3.7.3 Financial Arrangements,Owner's. .. .. .................. 2.2.1 Contractor's Right to Stop the Work ...................... 9.7 Fire and Extended Coverage Insurance .. . . ........ ....... 11.3 Contractor's Right to Terminate the Contract .. ...... .... .. 14.1 ' Contractor's Submittals .. . . . .. 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3, GENERAL PROVISIONS. . .. ... . . . . . . . . .... .......... .. 1 . 7.3.6,9.2,9.3.1,9.8.2,9.9.1,9.10.2, Governing Law . . . . . .. ... .. .. .. . ....... ............ 13.1 9.10.3, 10.1.2, 11.4.2, 11.4.3 Guarantees(See Warranty and Warranties) Contractor's Superintendent ............ ...... .. .. 3.9,10.2.6 Hazardous Materials. . .. ... . . .. . . .. . . ...... ... .. 10.1,10.2.4 Contractor's Supervision and Construction Procedures...... 1.2.4, Identification of Contract Documents . . . ...... .......... 1.2.1 3.3,3.4,4.2.3.8.2.2, 8.2.3, 10 Identification of Subcontractors and Suppliers............. 5.2.1 Contractual Liability Insurance................. 11.1.1.7,11.2.1 indemnification. . ..... 3.17,3.18,9.10.2,10.1.4,11.3.12,11.3.7 Coordination and Correlation ......... 1.22,1.2.4,3.3.1, Information and Services Required of the Owner..... 2.12,2.2, 3.10, 3.12-7,6.1.3,6.2.1 4.3.4, 6.1.3,6.1.4,6.2.6, 9.32, 9.6.1,9.6.4,9.8.3,9.9.2, ' Copies Furnished of Drawings and Specifications ... 1.3,22.5,3.11 9.10.3, 10.1.4,•11.2, 11.3, 13.5.1, 13.52 Correction of Work .............._...... 2.39 2.4,4.2.1,9.8.2, injury or Damage to Person or Property. ............... 4.3-9 9.9.1, 12.12, 12.2, 13.7.1.3 Inspections...... . .... . .. . ... .... . .. 3.3.3,3.3.4,3.7.1,4.22, Cost,Definition of . ......... ... 73.6,14.3.5 4.2.6,4.2.9, 4.3.6, 9.4.2,9.8.2,9.9.2,9.10.1, 13.5 Costs ... . 2.4,3.2.1,3.7.4,3.8.2,3.15.2,4.3.6,4.3.7,4.3.8.1,5.2.3, Instructions to Bidders............ ................... 1.1.1 ' 6.1.1,6.2.3,6.3,7.3.3.3,7.3.6,7.3.7,9.7,9.8.2,9.10.2,11.3.12, Instructions to the Contractor... . 3.8.1:4.2:8:5.2.1,7,12.1,13.5.2 11.3.1.3,11.3.4,11.3.9,12.1,12.2.1,122.4,12.2.5,13.5, 14 Insurance. . .... . 4.3.9.6.1.1,7.3.6.4,9.3.2,9.8.2,9.9.1,9.10.2,11 Cutting and Patching... .. ... .... ........ 3.14,6.2.6 Insurance,Boiler and Machinery .. 11.= Damage to Construction of Owner or Separate Contractors 3.14.2, insurance,Contractor's Liability ...... ................ 11.1 ' 6.2.4,9.5.1.5, 10.2.1.2. 10.2.5, 10.3, 11.1, 11.3, 122.5 Insurance,Effective Date of ... . ..... .....'...... 8.22,11.1.2 Damage to the Work ..... 3.14.2,9.9.1,10.2.1.2,10.2.5,10.3,11.3 Insurance,Loss of Use............. . . .............. 11.3.3 Damages,Claims for.. 3.18,4.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2 10.1.4 Insurance,Owner's Liability.. . 11.2 Damages for Delay............._...... 6.1.1,8.3.3,9.5.1.6,9.7 Insurance,Property... ........................ 10.2.5,11.3 Date of Commencement of the Work,Definition of......... 8.12 Insurance,Stored Materials ........ .... ........ 9.3.2,11.3.1.4 ' Date ofSubs=cWCompletion,Definition of.............. &1.3 INSURANCE AND BONDS .... . . . . ... .................. 11 Day,Definition of......... .......................... 8.1.4 Insurance Companies,Consent to Partial Occupancy . .9.9.1,11.3.11 Decisions of the Architect...... 42.6,4.2.7,42.11,4.2.12,4.2.13, Insurance Companies,Settlement with.. ... ............ 11.3.10 4.3.2,4.3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6, 7.3.8,8.1.3,8.3.1,9.2, Intent of the Contract Documents . . . . . . .. .... .... 12.3,3.12.4, ' 9.4,9.5.1, 9.8.2,9.9.1, 10.1.2, 13.5.2. 14.2.2, 14.2.4 4.2.6. 4.2.7. 4.2.12,4.2.13, 7.4 Dodslons to Withhold Certification .......... 9.5,9.7,14.1.1.3 Interest. . . . .... . . 13.6 Defective or Nonconforming Work,Acceptance, Interpretation.... . ... I2.5. 1.4,1.5,4.1.1,4.3.1,5.1,6.1.2,8.1.4 ' Rejection and Correction of . 2, .. 2, . . 2 3,2.4,12, 1,42.1, Interpretations,Written ...... . .... 4.2.11,4.2 12,4.3.7 4.2.6,4.3.5, 9.5. 9.8.2,9.9.1,102.5, 13.7.1.3 " " " ' Defective Work,Definition of ......................... 3.5.1 Joinder and Consolidation of Claims Required ... .......... 4.5.6 Definitions...... 1.1,2.1.1,3.1.3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, Judgment on Final Award . ... ....... .. ... 4.5.1,4.5.4.1,45.7 4.3.1, 5.1,6.1.2, 7.2.1,7.3.1, 7.3.6,8.1,9.1,9.8.1 Labor and Materials,Equipment . . . . 1.1.3, 1.1.6,3.4,3.5.1,3.8.2, Delays and Extensions of Time....... ... 4.3.1,4.3.8.1,4.3.8.2, 3.12.2.3.12.3, 3.12.7, 3.12.11,3.13,3.15.1, ' 6.1.1,6.2.3, 7.2.1, 7.3.1, 7.3.4, 7.3.5, 7.3.8. 4.2.7, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 12.2.4. 14 7.3.9, 8.1.1,8.3, 10.3.1, 14.1.1.4 Labor Disputes.. . . .. . . ... .. . . . . . . . . . . . .. .. ... ..... . 8.3.1 Disputes . .. . .. . . . ... 4.1.4,4.3,4.4,4.5,6.2.5,6.3,7.3.8,9.3.1.2 Laws and Regulations . . . . . . . 1.3,3.6,3.7,3.13,4.1.1,4.5.5,4.5.7, Documents and Samples At the Site ............ .......... 3.11 9.9.1, 10.2.2. 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6 ' Drawings,Definition of . .. . . .. .. . ..... ...... ..... ... . 1.1.5 Liens . . . . . . . . . . . . . . . ... 2.1:2,4.3.2,4.3:5.1,8.2.2,9.3.3,9.10.2 Drawings and SpeciFicauons,Use and Ownership of. . .. . 1.1.1, 1.3, Limitation on Consolidation or Joinder . 4.5.5 2.2.5. 3.1 I, 5.3 Limitations,Statutes of . . . . . . . . . . . . . . . .. . . 4.5.4.2, 12.2.6, 13.7 Duty to Review Contract Documents and Fieid Conditions.. ... 3.2 Limitations of Authority. .. . . . . . . . . . . . . . . ... 3.3.1,4.12,4.2.1, Effective Date of Insurance. . . .. ................. 8.2.2, 11.1.2 4.2.3, 4.2.7, 4.2.10, 52.2, 52.4, 7.4, l 1.3.10 ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIAO •©19A7 THE A.MERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,NW..WASHINGTON.D.C.2M)6 A201-1987 3 1 , II1 f ' i' Limitations of Liability . . . .. 2.3,3.2.1,3.5.1,3.7.3.3.12.8,3.12.11, Owners Right to Perform Construction and to ' 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12,6.22,9.4.2,9.6.4,9.10.4, Award Separate Contracts ......................... 6.1 10.1.4, 10.2.5, 11.1.2. 11.2.1, 11.3.7, 13.4.2, 13.5.2 Owners Right to Stop the Work.................. . 2.3,4.3.7 Limitations of Time,Genersl . .......... 22.1,2.2.4,32.1,3.7.3, Owner's Right to Suspend the Work ..................... 14.3 3.8.2,3.1er i . ... 3..... 4.2.1, ,2. . ,3 2 1,3.3.2, Owner's Right to Terminate the Contract ............. .... 14.2 4.3.3, 4.3 .8.2,3. 0,4.3.9, .5,3.1 5.24,.1,5. 4 6.2.4,.11.4,3.2, Ownership and Use of Architects Drawings, Specifications 5.3 8.2,9.5,9.6.2,9.8,9.9, 9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5, and OtherDocumentsnorUse. ... ........ ... . 1.1.1,1.3,2.2.5,.11 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 Partial Occupancy or Use . .. ... . ... ....... 9.6.6,9.9, 11.3.11 Patching,Cutting and .......................... 3.14,6.2.6 Limitations of Time,Specific ......... 2.1.2,22.1.2.4,3.10,3.11, Patents,Royalties and . ............ .......... ....... 3.17 ' 3.15.1.4.2.1, 4.2.11,4.3,4.4,4.5, 5.3, 5.4, 7.3.5,7.3.9,8.2, Payment,Applications for . .......... ..... 42.5,92,9.3,9.4, 9.2,9.3.1.9.3.3.9.4.1,9.6.1,9.7,9.8.2.9.10.2, 11.1.3, 11.3.6, 9.5.1.9.8.3,9.10.1,9.10.3, 9.10.4, 14.2.4 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Payment,Certificates for........... 4.2.5.4.2.9,9.3.3,9.4,9.5, Loss of Use Insurance. .... ........................ 11.3.3 9.6.1,9.6.6, 9.7.1, 9.8.3.9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2.4 Material Suppliers . .. .. . .. ...... 1.3:1,3.12.1.42.4,4.2.6,52.1. Payment,Failure of.. .. ............... ...... . 4.3.7,9.5.1.3, 9.3.1.9.3.1.2,9.3.3,9.4.2,9.6.5,9.10.4 9.7, 9.10.2, 14.1.1.3, 14.2.1.2 Materials,Hazardous .. ... . 10.1,10.2.4 Payment,Final .. ......... . 4.2.1,4.2.9,4.3.2,4.3.5,9.10, 11.1.2. Materials,labor,Equipment and . .... 1.1.3,1.1.6,3.4,3.5.1.3.8.2, 11.1.3, 11.3.5, 12.3.1 3.12.2,3.12.3, 3.12.7, 3.12.11,3.13,3.15.1,4.2.7,6.2.1, Payment Bond,Performance Bond and ........ . .. . .. 7.3.6.4. ' 7.3.6,9.3.2,9.3.3, 12.2.4, 14 9.10.3, 11.3.9, 11.4 Means,Methods,Techniques, Sequences and Payments,Progress ... ......... .. . ....... 4.3.4,9.3,94 Procedures of Construction.......... 3.3.1,4.2.3,4.2.7,9.4.2 9.8.3.9.10.3. 13.6, 14.2.3 Minor Changes in the Work.......... 1.1.1,4.2.8,4.3.7,7.1,7.4 PAYMENTS AND COMPLETION ............... . . . ... . 9, 14 ' MISCELLANEOUS PROVISIONS........................ 13 Payments to Subcontractors ... ... ... ........... 5.4.2.9.5.1.3, Modifications,Definition of ...................... ..... 1.1.1 9.6.2,9.6.3, 9.6.4, 11.3.8, 14.2.1.2 Modifications to the Contract ........ 1.1.1,1.1.2,3.7:3,3.11, PCB... . .......................................... 10.1 4.1.2,4.2.1, 5.2.3,7,8.3.1,9.7 Performance Bond and Payment Bond............... .. 7.3.6.4. Mutual.Responsibility... ............................. 6.2 9.10.3, 11.3.9, 11.4 ' Nonconforming Work,Acceptance of.................. 1=1 Permits,Fees and Notices....... 2 2.3,3.7,3.13,7.3.6.4,10.2 2 Nonconforming Work,Rejection and Correction of........ 2.3.1, PERSONS AND PROPERTY,PROTECTION OF ............ 10 4.3.5,9.5.2,9.8.2, 12, 13.7.1.3 Polychlorinated Biphenyi ........ .............. ....... 10.1 Notice.... ......... 2.3,2.4,3.2.1,3.2.2,3.7.3.3•7.4,3.9,3.12.8, Product Data,Definition of........................... 3.12.2 ' 3.12.9,3.17, 4.3, 4.4.4, 4.5,5.2.1, 5.3. 5.4.1.1,8.22,9.4.1, Product Data and Samples,Strop Drawings .... 3.11,3.12,4.2.7 9.5.1.9.6.1,9.7, 9.10, 10.1.2. 10.2.6, 11.1.3, 11.3, 122.2, Progress and Completion ...,............... 4.2.2,4.3.4,8.2 122.4, 13.3. 13.5.1, 13.5.2. 14 Progress Payments ............................ 4.3.4,9.3, Notice,Written ............... 2.3.2.4,3.9,3.12.8,3.12.9,4.3, 9.6,9.8.3,9.10.3, 13.6, 14.2.3 ' 4.4.4, 4.5, 52.1, 5.3, 5.4.1.1,8.22,9.4.1,9.5.1.9.7,9.10. Project,Definition of the...•.-•.-..•.-.•-••....:..... 1.1.4 10.1.2, 10.2.6, 11.1.3, 11.3, 1222,12.2.4,13.3,.13.5.2, 14 Project Manual,Definition of the ............... ....... 1.1.7 Notice of Testing and Inspections................ 13.5.1,13.5.2 Project Manuals . 2.2.5 Notice to Proceed................................... 822 Project Representatives ............................. 4.2.10 Notices,Perrnits,Fees and ...... 22.3,3-7,3.13,7.3.6.4,10.2.2 Property Insurance ........................... 10.2.5,11.3 Observations,Architect's On-Site ................. 4.22,4.2.5, PROTECTION OF PERSONS AND PROPERTY............. 10 4.3.6,9.4.2,9.5.1,9.10.1. 13.5 Regulations and Laws ............ 1.3,3.6,3.7,3.13,4.1.1,4.5.5, Observations,Contractor's....................... 1.2.2,3.2.2 4.5.7, 10.2.2, 11.1, 11.3. 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Occupancy...... . . . . . . . .... 9.6.6,9.8.1,9.9,11.3.11 Rejection of Work . ........................ 3.5.1,42.6, 12.2 ' On-Site Inspections by the Architect .......... 4.2.2,4.2.9,4.3.6, Releases of Waivers and Liens................... .. . . .. 9.10.2 9.4.2.9.8.2.9.9.2,9.10.1 Representations ............... .... ...... 1.2.2,3.5.1,3.12.7, On-Site Observations by the Architect......... 4.22,4.2-5,4.3.6, 6.2.2,8.2.1,9.3.3,9.4.2,9.5.1,9.8.2,9.10.1 9.4.2.9.5.1,9.10.1, 13.5 Representatives............................ 2.1.1,3.1.1.3.9, Orders,Written ........ .... 2.3,3.9,4.3.7,7,8.2.2,11.3.9,12.1, 4.1.1,4.2.1,4.2-10, 5.1.1, 5.1..., 13.2.1 ' 12), 13.5.2, 14.3.1 Resolution of Claims and Disputes.................. 4.4,4.5 Responsibility for Those Performing the Work ............ 3.3.2. OWNER. ........ . . .. .. .............................. 2 4.2.3, 6.1.3,62, 10 Owner,Definition of .... . ............................ 2.�1 Retainage . . ...... ... . ... 9.3.1,9.6.2.9.8.3.9.9.1,9.10.2,9.10.3 Owner,Information and Services Required of the........ _.1._, Resew of Contract Documents and Field ' 2.2,i.3.4, 6, 9, 10.1.4, 11.2, 11.3. 13.5.1, 14.1.1.5,.14.1.3 Conditions by Contractor... ......... 1.2.2,3.2 3.7.3,3.12.7 Owner's Authority . . .. . ... . 3.8.1.4.1.3.4.2.9,5.2.1.5.2.4.5.4.1, Review of Contractor's Submittals by 7.3.1. 8.2.2,9.3.1, 9.3.2, 11.4.1. 12.2.4, 13.5.2. 14.2, 14.3.1 Owner and Architect ... .. . ....... 3.10.1,3.10.2,3.11,3.12, Owner's Financial Capability . ... . . .... . ........ 2.2.1,14.1.1.5 4.2.7, 4.2.9, 5.2.1, 5.2.3, 9.2,9.8.2 ' Owners Uability Insurance . . . . . .... ................. 11.2 Review of Shop Drawings, Product Data Owners Loss of Use Insurance. . . . . ... . . .... ..... ..... 1 1.3.3 and Samples by Contractor.... . . ........... . . ... .. 3.12.5 Owner's Rciationship with Subcontractors ... ............ 1.1.2, Rights and Remedies . . . ..... .. ... 1.1.2.2.3,2.4,3.5.1,3.15.2, 5.2.1, 5.4.1.9.6.-1 4.2.6. 4.3.6, 4.5, 5.3.6.1, 6.3, 7.3.1.8.3.1.9.5.1. 9.7, 10.2.5. Owner's Right to Carry Out the Work. . ... . .. 2.4, 12,2,4,14.2.2.2 10.3, 12.2.2. 12.2.4, 13.4, 14 Owners Right to Clean Up .. . . . . . . . .. . . ............... 6.3 Royalties and Patents. . . . .. . .. . . . .. .......... . . . ... . 3.17 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION 4 A201-1987 AIA° •171987 THE AMERICAN INSTITUTE OFARCHITECTS, 1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.-'(XX)6 Rules and Notices for Arbitration ..................... 4.5.2 Suspension by the Owner for Convenience ............. 14.3 Safety of Persons and Property ................... . ... 10.2 Suspension of the Work .... . ... . . . .. 4.3.7,5.4.2,14.1.1.4,14.3 ' Safety Precautions and Programs ........... 4.2.3,4.2.7,10.1 Suspension or Termination of the Contract ...._. 4.3.7,5.4.1.1, 14 Samples,Definition of ... ...... . 3.12.3 Taxes . 3.5,7.3.6.4 Samples,Shop Drawings;Product Data and ... 3.11,3.12,4.2.7 Termination by the Contractor.. . .. . . ................. 14.1 Samples at the Site,Documents and ................ ... 3.11 Termination by the Owner for Cause. ..... ..... .. 5.4.1.1,14.2 ' Schedule of Values ....... ...... ......... ....... 9.24 9.3.1 Termination of the Architect .... . . . . . ................. 411.3 Schedules,Construction . . .......... .... ........... ... 3.10 Termination of the Contractor ... . . . . . ......... .... ... 14.2.2 Separate Contracts and Contractors ...... .... 1.1.4,3.14.2,4.2.4, TERMINATION OR SUSPENSION OF THE CONTRACT.... .. 14 4.5.5,6, 11.3.7, 12.1.2, 12.2.5 Tests and Inspections ..... 3.3.3,4.2.6,4.2.9,9.4.2, 12.2.1,135 Shop Drawings,Definition of....................... .. 3.12.1 TIME ....... .. .... . . ...... .. .. ............. ....... . 8 ' Shop Drawings,Product Data and Samples .... 3.11,3.12,4.2.7 Time,Delays and Extensions of .. .. ...... .... 4.3.8,7.2.1,8.3 Site,Use of. . .... . ................. ...... 3.13,6.1.1,6.2.1 Tune Limits,Specific . 2.1.2,2.2.1,2.4,3.10,3.11,3.15.1, Site Inspections . . .1.2.2.3.3.4,4.2.2,4.2.9,4.3.6,9.8.2,9.10.1. 13.5 4.2.1, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3.9, 8.2.9.2,9.3.1, Site Visits,Architect's . ............... . 4.2.2,4.2.5,4.2.9,4.3.6, 9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2. 11.1.3, 11.3.6, 11.3.10, ' 9.4.2,9.5.1,9.8.2,9.9.2,9.10.1, 13.5 11.3.11, 12.2.2. 12.2.4, 12.2.6, 13.7, 14 Special Inspections and Testing .............. 4-2.6,12.2.1,13.5 Time Limits on Claims... .... .. 4.3.2,4.3.3,4.3.6.4.3.9,4.4,4.5 Specifications,Definition of the...... .. ... ............ 1.1.6 Title to Work . .. . . . . . ... . . .. . . . . . .. . .. . .. ..... 9.3.2.9.3.3 Specifications,The . . ..... .. . 1.1.1,1.1.6, 1.1.7,1.2.4, 1.3,3.11 UNCOVERING AND CORRECTION OF WORK . .. ... .... ... 12. Statutes of Limitations.. .................. 4.5.4.2, 12.2.6.13.7 Uncovering of Work . ... .. . ..... .................... 12.1 Stopping the Work. ..... ...... . 2.3,4.3.7,9.7, 10.1.2. 10.3,14.1 Unforeseen Conditions .. ... . .. .... . ....... . 4.3.6,8.3.1, 10.1 Stored Materials .... . ... ... 6.2.1.9.3.2,10.2.1.2,11.3.1.4,12.2.4 Unit Prices... . ... .. ...... . .... .......... .... 7.1.4.7.3.3.2 Subcontractor,Definition of............. .......... . ... 5.1.1 Useof Documents . .. .. .... . . ... .. . 1.1.1, 1.3.2.2.5,3.12.7,5.3 SUBCONTRACTORS . .. ..... .......................... 5 Use of Site . .. . . . ... .... .. . .. .. .. ..... ... 3.13,6.1.1,6.2.1 Subcontractors,Work by..... ............. 1?4,3.32,3.12.1, Values,Schedule of . .... . ... ................... 9.2,9.3.1 4.2.3, 5.3, 5.4 Waiver of Claims:Final Payment........... 4.3.5,4.5.1,9.10.3 Subcontractual Relations:.............. 5.3,5.4,9.3.1.2,9.6.2, Waiver of Claims by the Architect. . . .. ................. 13.4.2 9.6.3, 9.6.4, 10.2.1. l 1,3.7; 11.3.8, 14.1.1, 14.2.1.2, 14.3.2 Waiver of Claims by the Contractor......... 9.10.4, 11.3.7, 13.4.2 Submittals .. ....... 1.3,3.2,3,3.10,3.11,3.12,4?7,5.2.1,5.2.3, Waiver of Claims by the Owner. . ...... ...... 4.3.5,4.5.1,9.9.3. 7.3.6, 9.2.9.3.1,9.8.2,9.9.1,9.10.2,9.10.3. 10.1.2, 11.1.3 9.10.3. 11.3.3, 11.3.5. 11.3.7, 13.4.2 Subrogation,Waivers of................. 6.1.1,11.3.5,11.3.7 Waiver of liens.. .. . . . ....... . ............... ...... 9.10.2 Substantial Completion............. 4.2.9,4.3.5.2,8.1.1,8.1.3, Waivers of Subrogation...... . ............ 6.1.1,11.3.5.11.3.7 8.2.3,9.8,9.9.1, 12.2.1. 12.2.2, 13.7 Warranty and Warranties....... .................. 3.5,4.2.9, Substantial Completion,Definition of.................... 9.8.1 4.3.5.3,9.3.3,9.8.2,9.9.1, 12.2.2, 13.7.1.3 t Substitution of Subcontractors .................... 5.2.3,5.2.4 Weather Delays .. .. ...... ... ...................... 4.3.8.2 Substitution of the Architect........................... 4.1.3 When Arbitration May Be Demanded .................. 4.5.4 Substitutions of Materials .................._........... 3.5.1 Work,Definition of ............ ..................... 1.1.3 t Sub-subcontractor,Definition of ...•. .................. 5.1.2 Written Consent .............. 1.3.1,3.12.8,3.14.2,4.1.2,4.3.4, Subsurface Conditions ............_.................. 4.3.6 4.5.5,9.3.2,9.8.2,9.9.1, 9.10.2,9.10.3, 10.1 2, 10.1.3, Successors and Assigns ............................ 13.2 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 Superintendent .. ....................__....... 3.9,10.2.6 Written Interpretations ........ ..... ...... 4.2.11,42.12,4.3.7 Supervision and Construction Procedures...... 1.2.4,3.3,3.4, Written Notice . . ......... 2.3,2.4,3.9,3.12.8,3.12.9.4.3,4.4.4, ' 4.2.3, 4.3.4,6.1.3,6.2.4.7A-3,7.3.4,_8.2,8.3.1, 10, 12, 14 4.5, 5.2.1, 5.3, 5.4.1.1, 8.2.2,9.4.1,9.5.1,9.7.9.10, 10.1.2, Surety ........... .... 4.4.1,-+.4.4,5.4.11,9.10.2,9.10.3, 14.2.2 10.2.6. 11.1.3, 11.3, 12.2.2, 12.2.4,13.3, 13.5.2, 14 Surety,Con.Scnt of....................... 9.9.1,9.10.2,9.10.3 Written Orders....... ... .. .... .............. 2.3.3.9,4.3.7, Surveys.. ... . .. .... ......................... 2.2.2,3.18.3 7,8.2.2, 11.3.9, 12.1, 12.2. 13.5.2, 14.3.1 AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION- FOURTEENTH EDITION AIAO -(C-)19M-THE AMERICAN INSTITUTE OF ARCHITECTS,1-35 NEW YORK AVENUE.N.W..WASHINGTON.D.C.=(ANX] A201-1987 5 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 ment, construction systems, standards and workmanship for ' the Work, and performance of related sezvices- GENERAL PROVISIONS 1.1,7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the 1.1 BASIC DEFINITIONS Work which may include the bidding requirements, sample 1.1.1 THE CONTRACT DOCUMENTS fortes, Conditions of the Contract and Specifications. The Contract Documents consist of the Agreement between 1,2 EXECUTION,CORRELATION AND INTENT Owner and Contractor(hereinafter the Agreement), Conditions of the Contract(General,Supplementary and other Conditions), 1.2.1 The Contract Documents shall be signed by the Owner Drawings, Specifications, addenda issued prior to execution of and Contractor as provided in the Agreement. If either the the Contract, other documents listed in the Agreement and Owner or Contractor or both do not sign all the Contract Modifications issued after execution of the Contract. A Modify- Documents, the Architect shall identify such unsigned Docu- cation is (1) a written amendment to the Contract signed by menEs upon request. both parties, (2) a Change Order, (3) a Construction Change Directive or(4)a written order for a minor change in the Work 1.2.2 Execution of the Contract by the Contractor is a repro- , issued by the Architect. Unless specifically enumerated in the sentation that the Contractor has visited the site,become famil- Agreement, the Contract Documents do not include other iar with local conditions under which the Work is to be per- documents such as bidding requirements (advertisement or formed and correlated personal observations with require- invitation to bid, Instructions to Bidders, sample forms, the merits of the Contract Documents. ' Contractor's bid or portions of addenda relating to bidding 123 The intent of the Contract Documents is to include all requirements). items necessary for the proper execution and completion of the 1.1.2 THE CONTRACT Wort by the Contractor.The Contract Documents are comple- The Contract Documents form the Contract for Construction- mentary, and what is required by one shall be as binding as if The Contract represents the entire and integrated agreement required by all; performance by the Contractor shall be between the parties hereto and supersedes prior negotiations, required only to the extent consistent with the Contract Docu- representations or agreements,either written or oral.The Con- ments and reasonably inferable from them as being necessary tract may be amended or modified only by a Modification.The to produce the intended results. ' Contract Documents shall not be construed to create a contrac- 124-Organization of the Specifications into divisions,sections tual.relationship of any kind(1)between the Architect and Con- and articles,and arrangement of Drawings shall not control the tractor, (2) between the Owner and a Subcontractor or Sub- Contractor in dividing the Work among Subcontractors or in subcontractor or(3)between any persons or entities other than establishing the extent of Work to be performed by any trade. the Owner and Contractor. The Architect shall, however; be entitled to performance and enforcement of obligations under 1.2-5 Unless otherwise stated in the Contract Documents, the Contract intended to facilitate performance of the words which have well-known technical or construction indus- Architect's duties. try meanings are used in the Contract Documents in accord- , t_1.3 THE WORK ante with such recognized meanings. The term "Work" means the construction and services 1.3 OWNERSHIP AND USE OF ARCHITECT'S required by the Contract Documents, whether completed or DRAWINGS,SPECIFICATIONS AND OTHER partially completed, and includes all other labor, materials, DOCUMENTS equipment and services provided or to be provided by the 1.3.1 The Drawings, Specifications and other documents Contractor to fulfill the Contractor's obligations. The Work prepared by the Architect are instruments of the Archicea's may constitute the whole or a part of the Project. service through which the Work to be executed by the Con- ' 1.1.4 THE PROJECT tractor is described- The Contractor may retain one contract record set.Neither the Contractor nor any Subcontractor,Sub- The. Project is the total construction of which the Work per- subcontractor or material or equipment supplier shall own or formed under the Contract Documents may be the whole or a claim a copyright in the Drawings, Specifications and other part and which may include construction by the Owner or by documents prepared by the Architect, and unless otherwise separate contractors. indicated the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain all common law,statutory and other reserved rights, The Drawings are the graphic and pictorial portions of the Con- in addition to the copyright- All copies of them, except the Hatt Documents, wherever located and whenever issued. Contractor's record set,shall be resumed or suitably accounted showing the design, location and dimensions of the Work, for to the Architect,on request, upon completion of the Work. generally including plans, elevations, sections, details, sched- The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contrac- ul and diagrams. t tor,are for use solely with respect to[his Project. The} are not 1.1.6 THE SPECIFICATIONS to be used by the Contractor or any Subcontractor, Sub- The Specifieauans arc that portion of the Contract Documents subcontractor or material or equipment supplier on other proj- consisting of the written requirements for materials. equip- ects or for additions to this Project outside the scope of the ' AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION 6 A201-1987 AIA I9S-THE AMERICAN INSTITUTE OF ARCHITECTS. 173S NEW YORK AVENUE.N.W.,WASHINGTON.D.C.2t>1N)6 Work without the specific written consent of the Owner and ments and charges required for construction,use or occupancy ' Architect. The Contractor, Subcontractors,Sub-subcontractors of permanent structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities. license to use and reproduce applicable portions of the Draw- ings, Specifications and other documents prepared by the 224 Information or services under the Owner's control shall Architect appropriate to and for use in the execution of their furnished by the Owner with reasonable promptness to ' Work under the Contract Documents. All copies made under avoid delay in orderly progress of the Work. this license shall bear the statutory copyright notice, if any, 2.Z5 Unless otherwise provided in the Contract Documents, shown on the Drawings, Specifications and other documents he Contractor will be furnished,free of charge,such copies of prepared by the Architect. Submittal or distribution to meet official regulatory requirements or for other purposes in con- Drawings and Project Manuals as are reasonably necessary for execution of the Work. nection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved 2.2-6 The foregoing are in addition to other duties and respon- rights• sibilities of the Owner enumerated herein and especially those 1.4• CAPITALIZATION in respect to Article 6(Construction by Owner or by Separate 1.4.1 Terms capitalized in these General Conditions include Contractors), Article 9 (Payments and Completion)and Article those which are (1) specifically defined, (2) the cities of num- I 1 (Insurance and Bonds). ' bered articles and identified references to Paragraphs,Subpam- 2.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document or (3) the titles of other 2-3.1 If the Contractor fails to correct Work which is not in documents published by the American Institute of Architects. accordance with the requirements of the Contract Documents ' 1.5 INTERPRETATION as required by Paragraph 12.2 or persistently fails to carry out 1.5.1 In the interest of brevity the Contract Documents fre- Work in accordance with the Contract Documents,the Owner, quently omit modifying words such as"all"and"any"and am- empowered written order signed personally or by an agent spCdf C2liy so des such as "the" and "an," but the fact that a modifier or an empowered by the Owner in writing, may order the Contrac- t for to stop the Work,or any portion thereof,until the cause for article is absent from one statement and appears in another is such order has been eliminated: however, the right of the not intended to affect the interpretation of either statement. Owner to stop the Work shall no[give rise to a duty on the pan of the Owner to exercise this right for the benefit of the Con- ARTICLE 2 tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. OWNER Z4. OWNER'S RIGHT TO CARRY OUT THE WORK ' 7-1 DEFINITION 2.4.1 If the Contractor defaults or neglects to carry out the 2_1.1 The Owner is the person or entity identified as such in Work in accordance with the Contract Documents and fails the Agreement and is referred to throughout the Contract within a seven-day period after receipt of written notice from Documents as if singular in number.The term"Owner"means the Owner to commence and continue correction of such the Owner or the Owner's authorized representative defaulC or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second 2_1.Z The Owner upon reasonable written request shall furnish. written notice to correct such deficiencies within a second to the Contractor in writing information which is necessary and seven-day period. If the Contractor within such second seven- relevant for the Contractor to evaluate, give notice of or day period after receipt of such second notice fails to com- ' enforce mechanic's lien rights.Such information shall include a mence and continue to correct any deficiencies, the Owner correct statement of the record legal title to the property on may, without prejudice to other remedies the Owner may which the Project is located,usually referred to as the site and have, correct such deficiencies. In such case in appropriate the Owner's interest therein at the time of execution of the Change Order shall be issued deducting from payments then or Agreement and, within five days after any change,information thereafter due the Contractor the cost of correcting such defr- of such change in title, recorded or unrecorded. ciencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect 2.Z INFORMATION AND SERVICES or failure. Such action by the Owner and amounts charged to ' REQUIRED OF THE OWNER the Contractor are both subject to prior approval of the Archi- tect. If payments then or thereafter due the Contractor are not 2.2-1 The Owner shall, at the request of the Contractor, prior sufficient to cover such amounts, the Contractor shall pay the to execution of the Agreement and promptly from time to time difference to the Owner. ' thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract.[,Vote. Unless such reasonable ARTICLE 3 evidimce were furnished on request prior to the e_Yecution of ' the agreement, tine prospective contractor would not be CONTRACTOR required to eycKute the agreement or to commence the Work.] 2.2.2 The Owner shall furnish surveys describing physical 3.1 DEFINITION ' characteristics, legal limitations and utility locations for the site 3.1.1 The Contractor is the person or entity identified as such of the Project, and a legal description of the site. in the Agreement and is referred to throughout the Contract 2.2.3 Except for permits and fees which are the responsibility Documents as if singular in number. The tern "Contractor" of the Contractor under the Contract Documents, the Owner means the Contractor or the Contractor's authorized shall secure and pay for necessary approvals.easements,assess- representative. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIA° -(D I9H7 THE ANIF.RIt AN INSTITUTE OF ARCHITECTS. 17t5 NEW YORK AVENUE.N W.\X'A�IiINGTON.D C.'txxx. A201-1987 7 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5- WARRANTY ' FIELD CONDITIONS BY CONTRACTOR 3.5,1 The Contractor warrants to the Owner and Architect that 321 The Contractor shall carefully study and compare the materials and equipment furnished under the Contract will be Contract Documents with each other and with information of good quality and new unless otherwise required or permit- furnished by the Owner pursuant to Subparagraph 2 2.2 and ted by the Contract Documents, that the Work will be free ' shall at once report to the Architect errors, inconsistencies or from defects not inherent in the quality required or permitted, omissions discovered.The Contractor shall not be liable to the and that the Work will conform with the requirements of the Owner or Architect for damage resulting from errors,inconsis- Contract Documents. Work not conforming to these require- tencies or omissions in the Contract Documents unless the menns, including substitutions not properly approved and ' Contractor recognized such error, inconsistency or omission authorized, may be considered defective. The Contractor's and knowingly failed to report it to the Architect. If the Con- warranty excludes remedy for damage or defect caused by tractor performs any construction activity knowing it involves abuse,modifications not executed by the Contractor,improper a recognized error, inconsistency or omission in the Contract or insufficient maintenance, improper operation, or normal Documents without such notice to the Architect, the Contrac- wear and tear under normal usage. If required by the Architect, ror shall assume appropriate responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shall bear an appropriate amount of the attributable and quality of materials and equipment. costs for correction. 3.6 TAXES 3.2.2 The Contractor shall take field measurements and verify . 3.6.1 The Contractor shall pay sales,consumer,use and similar field conditions and shall carefully compare such field mea- taxes for the Work or portions thereof provided by the Con- surements and conditions and other information known to the tractor which are legally enacted when bids are received or Contractor with the Contract Documents before commencing negotiations concluded, whether or not yet effective or merely activities. Errors, inconsistencies or omissions discovered shall scheduled to go into effect. be reported to the Architect at once. 3.7 PERMITS, FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pur- 3.7.1 Unless otherwise provided in the Contract Documents, suant to Paragraph 3.12. the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract usin The Contractor shall supervise and direct the Work, and which are legally required when bids are received or nego- sing the Contractor's best skill and attention. The Contractor nations concluded. shall be solely responsible for and have control over construc tion means, methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notices and for coordinating all portions of the Work under the Con- required by laws, ordinances, rules, feguiations and lawful tract, unless Contract Documents give other specific instruc- orders of public authorities bearing on performance of the tions concerning these matters. Work. ' 3:3.2 The Contractor shall be responsible to the Owner for acts 3.7.3 It is not the Contractor's responsibility to ascertain that and omissions of the Contractor's employees, Subcontractors the Contract Documents are in accordance with applicable and their agents and employees,and other persons performing laws,statutes,ordinances,building codes,and rules and rrgula- portions of the Work under a contract with the Contractor. lions. However,if the Contractor observes that portions of the ' 3.3.3,The Contractor shall not be relieved of obligations to per- Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and form the Work in accordance with the Contract Documents necessary changes shall be- accomplished by appropriate either by activities or duties of the architect in the Architect's Modification. administration of the Contract, or by tests, inspections or, approvals required or performed by persons other than the 3.7.4 If the Contractor performs Work knowing it to be con- Contractor. trary to laws,statutes,ordinances,building codes,and rules and 3.3.4 The Contractor shall be responsible for inspection of por- regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work ' bons of Work already performed under this Contract to deter- and shall bear the attributable costs. mine that such portions are in proper condition to receive sub- Sequent Work. 38 ALLOWANCES ' TA LABOR AND MATERIALS 3.8A The Contractor shall include in the Contract Sum all 3.4.1 Unless otherwise provided in the Contract Documents, allowances stated in the Contract Documents. Items covered the Contractor shall provide and pay for labor,materials,equip- by allowances shall be supplied for such amounts and by such ment, tools, construction equipment and machinery, water, persons or entities as the Owner may direct,but the Contractor shall not be required to' employ persons or entities against heat, utilities, transportation, and other facilities and services which the Contractor makes reasonable objection. necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorpo 3.8.2 Unless otherwise provided in the Contract Documents: rated or to be incorporated in the Work. .1 materials and equipment under an allowance shall be 3.4.2 The Contractor shall enforce strict discipline and good selected promptiv by the Owner to avoid delay in the order among the Contractor's employers and other persons Work. carrying out the Contract. The Contractor shall not permit .2 allowances shall cover the cost to the Contractor of employment of unlit persons or persons not skilled in tasks materials and equipment delivemd at the site and ail ' assigned to them. required cases, less applicable trade discounts: AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CON>TRU TION - FOURTEENTH EDITION 8 A201-1987 AIA' -,t,I VN-THE AIIERI(:AN INSTITCTE OF ARCIIITECTS. I'SS�E X'1'ORI�.�\'ENl E,N.VC',u'AJIIINGTUN.U C.St tXM� .3 Contractor's costs for unloading and handling at the which submittals are required the way the Contractor proposes site, labor, installation costs, overhead, profit and . to conform to the information given and the design concept other expenses contemplated for stated allowance expressed in the Contract Documents.Review by the Architect amounts shall be included in the Contract Sum and is subject to the limitations of Subparagraph 4.2.7. not in the allowances; 3_12-5 The Contractor shall review,approve and submit to the ' .4 whenever costs are more than or less than allowances, Architect Shop Drawings, Product Data,. Samples and similar the Contract Sum shall be adjusted accordingly by submittals required by the Contract Documents with reason- Change Order.The amount of the Change Order shall able promptness and in such sequence as to cause no delay in reflect(1)the difference between actual costs and the the Work or in the activities of the Owner or of separate con- allowances under Clause 3.8.2.2 and (2) changes in tractors. Submittals made by the Contractor which are not Contractor's costs under Clause 3.8.2.3. required by the Contract Documents may be resumed without 3.9 SUPERINTENDENT action. ' 3.9.1 The Contractor shall employ a competent superinten- 3.12.6 The Contractor shall perform no portion of the Work dent and necessary assistants who shall be in attendance at the requiring submittal and review of Shop Drawings, Product Project site during performance of the Work. The superinten- Data. Samples or similar submittals until the respective submit- dent shall represent the Contractor,and communications given W has been approved by the architect. Such Work shall be in to the superintendent shall be as binding as if given to the Con- accordance with approved submittals. tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirmed on 3.12.7 By approving and submitting Shop Drawings, Product written request in each case. Data,Samples and similar submittals, the Contractor represents 3:10 CONTRACTOR'S CONSTRUCTION SCHEDULES that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto,or 3.10.1 The Contractor,promptly after being awarded the Con- will do so, and has checked and coordinated the information tmct, shall prepare and submit for the Owner's and architect's contained within such submittals with the requirements of the information a Contractor's construction schedule for the Work. Work and of the Contract Documents. The schedule shall not exceed time limits current under the Contract Documents,shall be revised at appropriate intervals as 3.12.8 The Contractor shall not be relieved of responsibility required by the conditions of the Work and Project, shall be for deviations from requirements of the Contract Documents related to the entire Project to the extent required by the Con- by the architect's approval of Shop Drawings, Product Data,. 1 tract Documents, and shall provide for expeditious and practi- Samples or similar submittals unless the Contractor has cable execution of the Work. specifically informed the architect in writing of such deviation at the time of submittal and the architect has given written 3.10.2 The Contractor shall prepare and keep current, for the approval to the specific deviation. The Contractor shall not be- Architect's approval, a schedule of submittals which is coordi- relieved of responsibility for errors or omissions in Shop Draw- nated with the Contractor's construction schedule and allows ings, Product Data, Samples or similar submittals by the Archi- chcArchitect reasonable time to review submittals. tea's approval thereof. ' 3.10.3 The Contractor shall conform to the most recent 3.12.9 The Contractor shall direct specific attention,in writing schedules. or on resubmitted Shop Drawings, Product Data, Samples or 3.11 DOCUMENTS AND SAMPLES AT THE SITE similar submirmis, to revisions ocher than those requested by 3:11.1 The Contractor shall maintain at the site for the Owner the Architect on previous submittals. one record copy of the Drawings, Specifications, addenda, 3.12_10 Informational submittals upon which the Architect is Change Orders and other Modifications, in good order and not expected to take responsive action may be so identified in marked currently to record changes and selections made during the Contract Documents. construction, and in addition approved Shop Drawings, Prod- 3-12_11 When professional certification of performance criteria uct Data. Samples and similar required submittals. These shall of materials systems or equipment is required by the Contract beavailable to the Architect and shall be delivered to the Archi- Documents, the architect shall be entitled to rely upon the test for submittal to the Owner upon completion of the Work. accuracy and completeness of such calculations and certifr- 3_12 SHOP DRAWINGS,PRODUCT DATA AND SAMPLES cations. 3_12-1 Shop Drawings are drawings, diagrams, schedules and 3.13 USE OF SITE other data specially prepared for the Work by the Contractor or 7 13.1 The Contractor shall confine operations at the site to a Subcontractor, Sub-subcontractor, manufacturer, supplier or areas permitted by law, ordinances, permits and the Contract distributor to illustrate some portion of the Work. Documents and shall not unreasonably encumber the site with 1_12.2 Product Data are illustrations, standard schedules, per- materials or equipment. formance charts, instructions, brochures, diagrams and other 3.14 CUTTING AND PATCHING information furnished by the Contractor to illustrate materials 3.14.1 The Contractor shall be responsible for cutting, ;ittin or equipment for some portion of the Work. g or patching required to complete the Work or to make its parts 3.12.3 Samples are physical examples which illustrate fit together properly. materials, quipmr workmanship d establish standards by which the Work will 3.142 The Contractor shall not damage or endanger a portion ill he judged. an of the Work or fully or partially completed construction of the 3.12.4 Shop Drawings, Product Data, Samples and similar sub- Owner or separate contractors by cutting, patching or other- initials art not Contract Documents. The purpose of their sub- wise altering such construction,or by excavation. The Contrac- mittal is to demonstrate for these Ix)rtions of the Work for for shall not cut or otherwise ulter such construction by the AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTHN'TIr EDII'lON AIA'' • --I'M-TIIE A.MERICAN INSTIT1'I'E OF.4RCHITECTS. 1-35 NEW YORK AVENUE.N.Vt'..WASHINGTON.D C._INNN, A201-1987 9 Owner or a separate contractor except with written consent of the Owner and of such separate contractor;such consent shall arising o the preparation or Change of esmaps,drawings, not be unreasonably withheld.The Contractor shall not unrea- opinions,reports, Change Orders,designs or specifica- sonabiv withhold from the Owner or a separate contractor the Lions, or (2) the giving o failure to give directions or Contractor's consent to cutting or otherwise altering the Work. instructions by the Architect, the At consultants, and ' agents and employers of any of them provid wing or 3_15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surround- ing area free from accumulation of waste materials or rubbish ' caused by operations under the Contract.At completion of the ARTICLE 4 Work the Contractor shall remove from and about the Project waste materiais, rubbish, the Contractor's tools, construction ADMINISTRATION OF THE CONTRACT equipment, machinery and surplus materials. 4.1 ARCHITECT ' 3.15.2 If the Contractor fails to clean up as provided in the 4.1.1 The Architect is the person lawfully licensed to practice Contract Documents, the Owner may do so and the costa - aee»+c or an entity lawfully practicing thereof shall be charged to the Contractor. tified as such in the Agreement and is referred to throughout 3-16 ACCESS TO WORK the Contract Documents as if singular in number. The term 3_16.1 The Contractor shall provide the Owner and Architect Architect" means the Architect or the Architect's authorized access to the Work in preparation and progress wherever representative. located. 4.1.2 Duties, responsibilities and limitations of authority of the 3_17 ROYALTIES AND PATENTS Architect as set forth in the ConEma Documents shall not be restricted,modified or extended without written consent of the 3.17.1 The Contractor shall pay all royalties and license fees. Owner, Contractor and Architect. Consent shall not be unrea- The Contractor shall defend suits or claims for infringement of sonably withheld, patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for 4.1.3 In cast of termination of employment of the Architect, such defense or loss when a particular design,process or prod- the Owner shall appoint an architect against whom the Con- uct of a particular manufacturer or manufacturers is required by tractor snakes no reasonable objection and whose status under the Contract Documents. However, if the Contractor has tea- the Contract Documents shall be that of the former architect. son to believe that the required design,process or product is an 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 infringement of a patent,the Contractor shall be responsible for shall be subject to arbitration. such toss unless such information is promptly fumished to the Architect. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 3-18 INDEMNIFICATION 4.2-1 The Architect will provide administration of the Contract _ . as described in the Contract Documents, and will be the s indemnify and hold harmless the Owner,Architect,Amhi- Owner's representative (1) during construction, (2) until final t consultants, and agents and employees of any of them payment is due and (3) with the Owners concurrence, from from d against claims, damages,losses and expenses, includ- time to time during the correction period described in Para- ing but oc limited to attorneys' fees,arising out of or resulting graph 12.2. The Architect will advise and consult with the from Per ante of the Work,provided that such claim,dam- Owner.The Architect will have authority to act on behalf of the age, loss o xpense is attributable to bodily injury, sickness, Owner only to the extent provided in the Contract Documents, disease or deer ,or to injury to or destruction of tangible prop- unless otherwise modified by written instrument in accordance erry(other than he Work itself) including loss of use resulting. with other provisions of the Contract. therefrom,but on to the extent caused in whole or in part by 4.2.2 The Architect will visit the site at intervals appropriate to negligent acts or om ions of the Contractor,a Subcontractor, the stage of construction to become generally familiar with the anyone directly or my employed by them or anyone for progress and quality of the completed Work and to determine whose acts they may liable, regardless of whether or not in general if the Work is being performed in a manner indicat- ' such claim,damage,Loss or�espenses caused part id i by a party ing that the Work,when completed,will be in accordance with indemnified hereunder. Sucitpbligation shall not be construed the Contract Documents. However, the Architect will not be to negate, abridge, or reduce other rights or obligations of required to make exhaustive or continuous on-site inspections indemnity which would oiherw cxist as to a or person to check quality or quantity of the Work.On the basis of on- described in this Paragraph 3.18. site observations as an architect, the Architect will keep the 3.18.2 In claims against any persO or entity indemnified Owner informed of progress of the Work,and will endeavor to under this Paragraph 3.18 by an employ of the Contractor,a guard the Owner against defects and deficiencies in the Work. 'Subcontractor,an}one directly or indirecti ployed by them 4.2.3 The Architect will not have control over or charge of and or anyone for whose acts they may be liabl , the indemnifiea will not be responsible for construction means, methods, tion obligation under this Paragraph 3.18 shall n t be limited by techniques,sequences or procedures, or for safety precautions a limitation on amount or type of damages, co Lion or and programs in connection with the Work, since these are benefits payable by or for the Contractor or a Su ontractor soieiv the Contractor's responsibility as provided in Paragraph under workers' or workmen's compensation acts, isability 3 3• The architect will not be responsible for the Contractor's benefit acts or other employee benefit acts. failure to c=Tv out the Work in accordance with the Contract 3,18.3 The obligations of the Contractor under this Para h Documents.The Architect will not have control over or charge l of and will not be responsible for acts or omitisions of the CDn- AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION- FOURTEENT11 EDITION 10 A201-1987 AIA'T I1)H—71IF.AM ERICAN INSTITUTE OF ARCHITECTS, 1'iS NEu'1'ORF AI'E\CE.V VG'..�'A>FIIVGI"U\.D C.'txM><� tractor,Subcontractors,or their agents or employees,or of any out the Architect's responsibilities at the site. The duties, other persons performing portions of the Work, responsibilities and limitations of authority of such project 4.24 Communications Facllitating Contract Adminlstra representatives shall be as set forth in an exhibit to be incorpo- lion. Except as otherwise provided in the Contract Documents rated in the Contract Documents. or when direct communications have been specially autho- 4.2-11 The Architect will interpret and decide matters concern- ' rized, the Owner and Contractor shall endeavor to communi- ing performance under and requirements of the Contract care through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac- Arrhitea's consultants shall be through the Architect.Commu- tor. The Architect's response to such requests will be made nications by and with Subcontractors and material suppliers with reasonable promptness and within any time limits agreed ' shall be through the Contractor. Communications by and with upon. If no agreement is made concerning the time within separate contractors shall be through the Owner. which interpretations required of the Architect shall be fur- 4.2.5 Based on the Architect's observations and evaluations of nished in compliance with this Paragraph 4.2, then delay shall the Contractor's Applications for Payment, the Architect will not be recognized on account of failure by the Architect to fur- review and certify the amounts due the Contractor and will nish such interpretations until 15 days after written request is issue Certificates for Payment in such amounts, made for them. 4.2.6 The Architect will have authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will be ' does not conform to the Contract Documents. Whenever the consistent with the intent of and reasonably inferable from the Architect considers it necessary or advisable for implementa- Contract Documents and will be in writing or in the form of tion of the intent of the Contract Documents, the Architect will drawings.When making such interpretations and decisions,the have authority to require additional inspection or testing of the Architect will endeavor to secure faithful performance by both ' Work in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor, will not show partiality to either and whether or not such Work is fabricated,installed or completed. will not be liable for results of interpretations or decisions so However, neither this authority of the Architect nor a decision rendered in good faith. made in good faith either to exercise or not to exercise such authority shall give nse to a duty or responsibility of the Archi- 4.2.13 The Architect's decisions on matters relating to aesthetic ' tea to the Contractor,Subcontractors,material and equipment effect will be final if consistent with the intent expressed in the suppliers, their agents or employees,or other persons perform- Contract Documents. ing portions of the Work. ' 4.2.7 The Architect will review and approve or take other 4.3 CLAIMS AND DISPUTES appropriate action upon the Contractor's submittals such as 4.3.1 Definition. A Claim is a demand or assertion by one of Shop Drawings, Product Data and Samples, but only for the the panics seeking,as a matter of right,adjustment or interpre- limiced purpose of checking for conformance with information ration of Contract terms,payment of money,extension of time ' given and the design concept expressed in the Contract Docu- or other relief with respect to the terms of the Contract. The menu. The Architect's action will be taken with such reason- tam "Claim" also includes ocher disputes and matters in ques- able promptness as to cause no delay in the Work or in the tion between the Owner and Contractor arising out of or reiac- activities of the Owner, Contractor or separate contractors, ing to the Contract. Claims must be made by written notice. ' while allowing sufficient time in the Architect's professional The responsibility to substantiate Claims shall rest with the judgment to permit adequate review.Review of such submittals parry making the Claim. is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and 4,3.Z Decision of Architect. Claims, including those alleging ' quantities, or for substantiating instructions for installation or an error or omission by the Architect,shall be referred initially performance of equipment or systems,all of which remain the to the Architect for action as provided in Paragraph 4.4.A ded- responsibility of the Contractor as required by the Contract sion by the Architect,as provided in Subparagraph 4.4.4,shall Documents.The Architect's review of the Contractor's submit- be required as a condition precedent to arbitration or litigation ' tals shall nor relieve the Contractor of the obligations under of a Claim between the Contractor and Owner as to all such Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not matters arising prior to the date final payment is due,regardless constitute approval of safety precautions or, unless otherwise of(1)whether such matters relate to execution and progress of specifically stated by the Architect, of any construction means, the Work or(2) the extent to which the Work has been com- ' methods, techniques,sequences or procedures.The Architect's pleted. The decision by the Architect in response to a Claim approval of a specific item shall not indicate approval of an shall not be a condition precedent to arbitration or litigation in assembly of which the item is a component. the event(1)the position of Architea is vacant,(2)the Architect ' has nor received evidence or has failed to render a decision tion The Architect will prepare Change Orders and Constrain within agreed time limits. (3) the Architect has failed to take Lion Change Directives, and may authorize minor changes in action required under Subparagraph 4.4.4 within 30 days after the Work as provided in Paragraph 7.4. the Claim is made, (4)45 days have passed after the Claim has 4.2-9 The Architect will conduct inspections to determine the been referred to the architect or (5) the Claim relates to a date or dates of Substantial Compietion and the date of final mechanic's lien. completion, will receive and forward to the Owner for the Owner's review :end records written warranties and related 4.3.3 Time Umits on Claims. Claims by either party must be documents required by the Contract and assembled by the made within 21 days after occurrence of the event giving rise to Contractor, and will issue a final Certificate for Payment upon such Claim or within 21 days after the claimant first recognizes compliance with the requirements of the Contract Documents. the condition giving rise to the Claim,whichever is later.Claims must be made by written notice. An additional Claim made 4.2.10 if the Owner and Architect agree.the Architect will pm- after the initial Claim has been implemented by Change Order ' vide one or more project representatives to assist in carn•ing will not be considered unless submitted in a timely manner. AIA DOCUMENT A201 • GENERAL CONnITIONN OF THE(:OSTRACT FOR CONSTRUCTiON • FU(RTF.FNTH EDITION AW • c.ivn-THE.aMERICAN IN>TiTITE OF ARCHITFCTS. I-};NEW YORK AVENUE,N W.,WANHIM;TON,1)C _1XX,6 A201-1987 1 ' 4.3.4 Continuing Contract Perfomurnce. Pending final reso- substantiating that weather conditions were abnormal for the ludon of a Claim including arbitration, unless otherwise agreed period of time and could not have been reasonably anticipated, in writing the Contractor shall proceed diligently with perfor- and chat weather conditions had an adverse effect on the mance of the Contract and the Owner shall continue to make scheduled construction. t . payments in accordance with the Contract Documents. 4.3.9 Injury or Damage to Person or Property. If ocher parry 4.3.5 Waiver of Claims Final Payment. The making of final to the Contract suffers injury or damage to person or property payment shall constitute a waiver of Claims by the Owner because of an act or omission of the other parry,of any of the ' except chose arising from: other parry's employees or agents, or of others for whose acts .1 liens, Claims,security interests or encumbrances aris- �� Pam' is legally liable, written notice of such injury or ing out of the Contract and unsettled; damage, whether or not insured, shall be given to the other ' 2 failure of the Work to comply with the requirements Pay within a reasonable time not exceeding 21 days after first of the Contract Documents; or observance. The notice shall provide sufficient detail to enable the other parry to investigate the matter. If a Claire for addi- .3 terms of special warranties required by the Contract tional cost or time related to this Claim is to be asserted, it shall Documents' be filed as provided in Subparagraphs 4.3.7 or 4.3.8. ' 4.3.6 Claims for Concealed or Unknown Conditions. If con- 4.4 RESOLUTION OF CLAIMS AND DISPUTES ditions are encountered at the site which are(1)subsurface or otherwise concealed physical conditions which differ mateei- 4.4.1 The Architect will review Claims and take one or more of ' ally from those indicated in the Contract Documents or (2) the following preliminary actions within ten days of receipt of a unknown physical conditions of an unusual nature, which dif- Claim:(1)request additional supporting data from the claimant, fer materially from chose ordinarily found to exist and generally (2)submit a schedule to the parties indicating when the Archi- recognized as inherent in construction activities of the test expects to take action, (3) reject the Claim in whole or in character provided for in the Contract Documents, then notice pan, stating reasons for rejection, (4) recommend approval of by the observing parry shall be given to the other pan the Claim by the other parry or(5)suggest a compromise. The promptly before conditions are disturbed and in no event later Architect may also, but is not obligated to, notify the surety, if than 21 days after first observance of the conditions.The Archi- any, of the nature and amount of the Claim. ' tea will promptly investigate such conditions and,if they differ materially and cause an increase or decrease in the Contractor's 4.4.2 If a Claim has been resolved,the.Architect will prepare or cost of, or time required for, performance of any pan of the obtain appropriate documentation. Work,will recommend an equitable adjustment in the Contract' 4.4.3 If a Claim has not been resolved, the parry making the Sum or Contract Time,or both.If the Architect determines hose Claim shall, within ten days after the Architect's preliminary the conditions at the site are not materially different from chose indicated in the Contract Documents and that no change in the response take one or more of the following actions:(1)submit additional supporting data requested by the Architect, (2) terms of the Contract is justified, the Architect shall so notify modify the initial Claim or(3)notify the-Architect that the initial ' the Owner and Contractor in writing, staring the reasons. Claim stands Claims by either parry in opposition to such determination must be made within 21 days after the Architect has given 4.4.4 If a Claim has no[been resolved after consideration of the notice of the decision. If the Owner and Contractor cannot foregoing and of further evidence presented by the parties or ' agree on an adjustment in the Contracr Sum or Contract Time, requested by the:Architect, the Architect will notify the panics the adjustment shall be referred to the Architect for initial deter- in writing that the Architect's decision will be made within min2don,subject to further proceedings pursuant to Paragraph seven days, which decision shall be finai and binding on the 4.4. parties but subject to arbitration. Upon expiration of such time 4.3.7 Claims for Additional Cost. If the Contractor wishes to period, the Architect will render to the parties the Architea's make Claim for an increase in the Contract Sum,written notice written decision relative to the Claim, including any change in as provided herein shall be given before proceeding to execute the Contract Sum or Contract Time or both.If there is a surety the Work. Prior notice is not required for Claims relating to an and there appears to be a possibility of a Contractor's default, emergency endangering life or property arising under Para- cheArchitect may, but is not obligated to,notify the surety and graph 10.3. If the Contractor believes additional cost is request the surety's assistance in resolving the controversy. involved for reasons including but not limited to(1)a written interpretation from the Architect,(2)an order by the Owner to 4.5 ARBITRATION ' stop the Work where the Contractor was nor at fault,(3)a writ- 4.5.1 Controversies and Claims Subject to Arbitration.Any ten order for a minor change in the Work issued by the Archi- controversy or Claim arcing out of or related to the Contract, tea,(4)failure of payment by the Owner,(5)termination of the or the breach thereof, shall be settled by arbitration in accor- Con[ract by the Owner, (6) Owner's suspension or (7) other dance with the Construction Industry Arbitration Rules of the ' reasonable grounds,Claim shall be filed in accordance with the American Arbitration Association, and judgment upon the procedure established herein. award rendered by the arbitrator or arbitrators may be entered 4.3.8 Claims for Additional Time in any court having jurisdiction thereof, except controversies 4.3.8.1 If the Contractor wishes to make Claim for an increase or Claims relating to aesthetic effect and except those waived as in the Contract Time,written notice as provided herein shall be provided for in Subparagraph -0-i- Such controversies or given. The Contractor's Claim shall include an estimate of cost Claims upon which the Architect has given notice and rendered and of probable effect of delay on progress of the Work. In the a decision as provided in Subparagraph 4.4.4 shall be subject to case of a continuing deiav ono uric Claim is nccessan, arbitration upon wncten demand of either pan. Arbitration may be commenced when -15 days have passed after a Clain 4.3.8.2 If adverse weather conditions are the basis for a Claim has been referred to the Architect as provided in Paragniph-I.3 for additional time, such Claim shall be documented by data and no decision has been rendered. ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FO)l'R71:ENTH EDITION 12 A201-1987 AIA� • c. 19K7 THE ANIERICAN INSTITt'TE OF ARCHITECTS. 1-35 NEW YORK AVENI'E.N.W.•A-AIHINGTON,D.C.11XXxi t4.5.2 Rules and Notices for Arbitration. Claims between the 4.5.6 Claims and Timel y Assertion of Claims. A parry who Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must assert in the ' if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that parry on which arbitra- by arbitration in accordance with the Construction Industry Lion is permitted to be demanded.When a parry fails to include Arbitration Rules of the American Arbitration Association cur- a Claim through oversight, inadvertence or excusable neglect, rentiy in effect, unless the parties mutually agree otherwise. or when a Claim has matured or been acquired subsequently, Notice of demand for arbitration shall be filed in writing with the arbitrator or arbitrators may permit amendment. the other parry to the Agreement between the Owner and Con- tractor and with the American Arbitration Association, and a 4.5.7 Judgment on Final Award.The award rendered by the copy shall be filed with the Architect. arbitrator or arbitrators shall be final, and judgment may be ' entered upon it in accordance with applicable law in any court 4.5.3 Contract Performance During Arbitration. During arbi- having jurisdiction thereof. tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. ' 4.5.4 When Arbitration May Be Demanded.Demand for arbi- ARTICLE 5 iration of any Claim may not be made until the earlier of(1)the SUBCONTRACTORS date on which the Architect has rendered a final written deci- sion on the Claim, (2) the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable 5.1.1 A Subcontractor is a person or entity who has a direct opportunity to do so. if the Architect has not rendered a final written decision b that date, or contract with the Contractor co perform a portion of the Work Y (3) any of the five events at the site. The tern "Subcontractor" is referred to throughout described in Subparagraph 4.3.2. the Contract Documents as if singular in number and means a ' 4.5.4.1 When a written decision of the Architect states that(1) Subcontractor or an authorized representative of the Subcon- the decision is final but subject to arbitration and(2)a demand tractor. The term "Subcontractor" does not include a separate for arbitration of a Claim covered by such decision must be contractor or subcontractors of a separate contractor. ' made within 30 days after the date on which the party making 5.1.2 A Sub-subcontractor is a person or entity who has a the demand receives the final written decision, then Failure to direcr or indirect contract with a Subcontractor to perform a demand arbitration within said 30 days' period shall result in the Architect's decision becoming final and binding upon the portion of the Work at the site. The term "Sub-subcontractor" decision after Is referred to throughout the Contract Documents as if singular Owner and Contractor. If the Architect renders a d ' in number and means a Sub-subcontractor or an authorized arbitration proceedings have been initiated,such decision may representative of the Sub-subcontractor. be entered as evidence, but shall not supersede arbitration pro- ceedings unless the decision is acceptable to all parties 5.2 AWARD OF SUBCONTRACTS AND OTHER ' concerned. CONTRACTS FOR PORTIONS OF THE WORK 4.5.4.2 A demand for arbitration shall be made within the time 5.21 Unless otherwise stated in the Contract Documents or limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause the bidding requirements, the Contractor, as soon as prac- 4.5.4.1 as applicable, and in other cases within a reasonable ticable after award of the Contract, shall fumish in writing to time after the Claim has arisen,and in no event shall it be made the Owner through the Architect the names of persons or enti- after the date when institution of legal or equitable proceedings ties(including those who are to furnish materials or equipment based on such Claim would be barred by the applicable statute fabricated to a special design)proposed for each principal por- of limitations as determined pursuant to Paragraph 13.7. Lion of the Work.The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the 45.5 Umitation on Consolidation or Joinder. No arbitration Architect, after due investigation, has reasonable objection to arising out of or relating to the Contract Documents shall any such proposed person or entity. Failure of the Owner or include, by consolidation or joinder or in any other manner, Architect to reply promptly shall constitute notice of no reason- the Architect, the Architect's employees or consultants,except able objection. by-written consent containing specific reference to the Agree- 5.=The Contractor shall not contract with a proposed per- ment and signed by the Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall son or entity to whom the Owner or Architect has made real- , include, by consolidation or joinder or in any other rmnner, sonable and timely objection. The Contractor shall not be parties other than the Owner, Contractor, a separate contrac required to contract with anyone to whom the Contractor has for as described in Article 6 and other persons substantially made reasonable objection. involved in a common question of fact or law whose presence 5.2.3 If the Owner or Architect has reasonable objection to a ' is required if complete relief is to be accorded in arbitration.No person or entity proposed by the Contractor, the Contractor person or entity other than the Owner,Contractor or a separate shall propose another to whom the Owner or Architect has no contractor as described in Article 6 shall be included as an ong- reasonable objection. The Contract Sum shall be increased or inal third party or additional third party to an arbitration whose decreased by the difference in cost occasioned by such change ' interest or responsibility is insubstantial. Consent to arbitration and an appropriate Change Order shall be issued. However,no involving an additional person or entity shall not constitute increase in the Contract Sum shall be allowed for such change consent to arbitration of a dispute not described therein or with unless the Contractor has acted promptly and responsively in a person or entity not named or described therein. The fore- submitting names as required. ' going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcontractor, person to the Agreement shall be specifically enforceable under appii- or entity previously selected if the Owner or.Architect makes cable law in any court having jurisdiction thereof. reasonable objection to such change. ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA" • c 19H-THE AMF.RICAN INSTITUTE OF ARCHITECTS. 1-}S NEu'YORE AVENUE.N.W.WWSIIINCITON.1)C.SUIMNi A201-198 13 5.3 SUBCONTRACTUAL RELATIONS 6.1.3 The Owner shall provide for coordination of the activi- ties of the Owner's own forces and of each separate contractor 53.1 By appropriate agreement,written where legally required with he Work of the Contractor, who shall cooperate with ' for validity,the Contractor shall require each Subcontractor,to than The Contractor shall participate with other separate con- the extent of the Work to be performed by the Subcontractor, tractors and the Owner in reviewing their construction sched- to be bound to the Contractor by terms of the Contract Docu- ules when directed to do so. The Contractor shall make any ments,and to assume toward the Contractor all the obligations revisions to the construction schedule and Contract Sum and responsibilities which the Contractor, by these Docu- deemed necessary after a joint review and mutual agreement. merits,assumes toward the Owner and Architect.Each subcon- The construction schedules shall then constitute the schedules tract agreement shall preserve and protect the rights of the to be used by the Contractor, separate contractors and the Owner and Architect under the Contract Documents with Owner until subsequently revised. ' respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and 6.1.4 Unless otherwise provided in the Contract Documents, shall allow to the Subcontractor, unless specifically provided when the Owner performs construction or operations related otherwise in the subcontract agreement, the benefit of all to the Project with the Owner's own forces,the Owner shall be ' rights, remedies and redress against the Contractor that the deemed to be subject to the same obligations and to have the Contractor, by the Contract Documents, has against the same rights which apply to the Contractor under the Condi- Owner. Where appropriate, the Contractor shall require each (ions of the Contract, including, without excluding others, Subcontractor to enter into similar agreements with Sub-sub- those stated in Article 3 this Article 6 and Articles 10, 11 ' contractors. The Contractor shall make available to each pro- and 12. posed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the 6.2 MUTUAL RESPONSIBILITY Subcontractor will be bound,and,upon written request of the ' Subcontractor, identify to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the Owner and separate con- tions of the proposed subcontract agreement which may be at tractors reasonable opportunity for introduction and storage of variance with the Contract Documents. Subcontractors shall their materials and equipment and performance of their activi- similarly make copies of applicable portions of such documents ties and shall connect and coordinate the Contractor's con- available to their respective proposed Sub-subcontractors. struction and operations with theirs as required by the Contract 5.4• CONTINGENT ASSIGNMENT OF SUBCONTRACTS Documents. 5.4.1 Each subcontract agreement for a portion of the Work is 622 If part of the Contractor's Work depends for proper ' assigned by the Contractor to the Owner provided that: execution or results upon construction or operations by the .1 assignment is effective only after termination of the Owner or a separate contractor, the Contractor shall, prior to Contract by the Owner for cause pursuant co Para- proceeding with that portion of the Work, promptly report to graph ct and only for those subcontract agreements he Architect apparent discrepancies or defects in such other ' which the Owner accepts by notifying the Subcon- construction that would render is unsuitable for such proper tractor in writing; and execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa- .2 assignment is subject to the prior rights of the surety, rate contractors'completed or partially completed construction ' if any, obligated under bond relating to the Contract. is fit and proper to receive the Contractor's Work,except as to 5_4.2 If the Work has been suspended for more than 30 days, defects not then reasonably discoverable. the Subcontractor's compensation shall be equitably adjusted. 623 Costs caused by delays or by improperly timed activities ' or defective construction shall be borne by the party responsi- ARTICLE 6 ble therefor. 624 The Contractor shall promptly remedy damage wrong- CONSTRUCTION BY OWNER fully caused by the Contractor to completed or partially com- OR BY SEPARATE CONTRACTORS pleted construction or to property of the Owner or separate 6_1 OWNER'S RIGHTTO PERFORM CONSTRUCTION contractors as provided in Subparagraph 10.2.5. ' AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims and other disputes and matters in question 6.1.1 The Owner reserves the right to perform construction or between the Contractor and a separate contractor shall be sub- operations related to the Project with the Owner's own forces, ject to the provisions of Paragraph 4.3 provided the separate and to award separate contracts in connection with ocher por- contractor has reciprocal obligations. tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially 626 The Owner and each separate contractor shall have the similar to these including those portions related to insurance same responsibilities for cutting and patching as are described and waiver of subrogation. If the Contractor claims chat delay for the Contractor in Paragraph 3.14. or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided else- 6.3 OWNER'S RIGHT TO CLEAN UP where in the Contract Documents. 6.3.1 If a dispute arises among the Contractor, separate con- 6.1,2 When separate contracts are awarded for different poi- tractors and the Owner as to the responsibility under their dons of the Project or other construction or operations on the respective contracts for maintaining the premises and surround- site, the term "Contractor" in the Contract Documents in each ing area free from waste materials and rubbish as described in case shall mean the Contractor n•ho executes each separate Paragraph 3.15, the Owner may clean up and allocate the cost On ner-Contractor agreement. among those responsible as the Architect determines to he just. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRI'(:TION • FOCRTFF.NTH F.DITION 14 A201-1987 AIA' • : I�)M-THF.A�IFRI(:AN INSTITI'TE OFARCHITECTS. 1-3S NEVC PORK A%'ENI'F.N W.,WASHINGTON.D.C.-'I>1XX1 ARTICLE 7 .3 cost to be determined in a manner agreed upon by the panics and a mutually acceptable fixed or percent- CHANGES IN THE WORK age fee; or 7.1 CHANGES 4- as provided in Subparagraph 7.3.6. ' 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work may be accomplished after execu- Contractor shall promptly proceed with the change in the rion of the Contract, and without invalidating the Contract, by Work involved and advise the Architect of the Contractor's Change Order, Construction Change Directive or order fora agreement or disagreement with the method, if any, provided minor change in the Work, subject to the limitadons stated in in the Construction Change Directive for determining the pro- this Article 7 and elsewhere in the Contract Documents. posed adjustment in the Contract Sum or Contract Time. 7.1.2 A Change Order shall be based upon agreement among 7.3.5 A Construction Change Directive signed by the Contr2c- the Owner, Contractor and Architect; a Construction Change for indicates the agreement of the Contractor therewith,inciud- ' Directive requires agreement by the Owner and Architect and ing adjustment in Contract Sum and Contract Time or the may or may not be agreed to by the Contractor;an order for a method for determining them. Such agreement shall be effec- mi nor change in the Work may be issued by the Architect tive im Tcdiatciv and shall be recorded as a Change Order. alone. 7.1.3 Changes in the Work shall be performed under a li- 7.3.6 If the Contractor does not respond promptly or disagrees Pe PP with the method for adjustment in the Contract Sum, the cable provisions of the Contract Documents, and the Contrac- method and the adjustment shall be determined by the Archi- tor shall proceed promptly, unless otherwise provided in the tea on the basis of reasonable expenditures and savings of Change Order, Construction Change Directive or order for a those performing the Work attributable to the change, inciud- minor change in the Work. ing, in case of an increase in the Contract Sum, a reasonable 7.1.4 If unit prices are stated in the Contract Documents or allowance for overhead and profit. In such case,and also under subsequently agreed upon, and if quantities originally con- Clause 7.3.3.3, the Contractor shall keep and present, in such 1 templated are so changed in a proposed Change Order or Con- form as the Architect may prescribe, an itemized accounting struction Change Directive that application of such unit prices together with appropriate supporting data. Unless otherwise to quantities of Work proposed will cause substantial inequity provided in the Contract Documents,costs for the purposes of to the Owner or Contractor, the applicable unit prices shall be this Subparagraph 7.3.6 shall be limited to the following: ' equitably adjusted. .1 costs of labor, including social security, old age and T.2 CHANGE ORDERS unemployment insurance, fringe benefits required by T.Z. A Change Order is a written instrument prepared b the agreement or custom, and workers' or workmen's P � Y compensation insurance; Architect and signed by the Owner, Contractor and Architect, statin their agreement u .2 costs of materials, supplies and equipment, inciud- g gr upon all of the following: ing cost of transportation, whether incorporated or 1 a change in the Work; consumed; ' 2- the amount of the adjustment in the Contract Sum, if .3 rental costs of machinery and equipment,exclusive of any; and hand tools, whether rented from the Contractor or .3 the extent of the adjustment in the Contract Time, if others: any. .4-costs of premiums for all bonds and insurance,permit ' 7.2-2 Methods used in determining adjustments to the Contract fees, and sales, use or similar taxes related to the Sum may include those listed in Subparagraph 7.3.3. Work; and .5 additional cosu of supervision and field office person- 7.3 CONSTRUCTION CHANGE DIRECTIVES nei directly attributable to the change. ' 7.3_1 A Construction Change Directive is a written order pre- pared by the Architect and signed by the Owner and Architect, a .7 Pending final determination of cost to the Owner, directing a change in the Work and stating a proposed basis for amounts not in dispute may be included in applications for adjustment, if any, in the Contract Sum or Contract Time, or Paymenr. The amount of credit to be allowed by the Conrmc- both. The Owner may by Construction Change Directive, for to the Owner for a deletion or change which results in a net without invalidating the Contract, order changes in the Work decrease in the Contract Sum shall be actual net cost as con- within the general scope of the Contract consisting of addi- firmed by the Architect. When both additions and credits tions, deletions or other revisions, the Contract Sum and Con- covering related Work or substitutions are involved in a ' tract Time being adjusted accordingly. change, the allowance for overhead and profit shall be figured on the basis of net increase,if any, with respect to that change. 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. 7.3.8 If the Owner and Contractor do not agree with the adjustment in Contract Time or the method for determining it, 7.3.3 If the Construction Change Directive provides for an the adjustment or the method shall he referred to the Architect adjustment to the Contract Sum, the adjustment shall be biased for determination. on one of the following methods: ' 7.3.9 When the Owner and Contractor :agree with the deter- mutual acceptance of a lump sum properly itemized mination made by the architect concerning the adjustments in and supported by sufficient substantiating data to per- the Contract Sum and Contract Time,or otherwise reach agree- mit evaluation; ment upon the adjustments, such :agreement shall he effective .2 unit prices stated in the Contract Documents or sub- immediately ;and shall be recorded by preparation and execu- sequendy agreed upon: tion of an appropnate Change Order. AIA DOCUMENT A201 - (;ENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIA' -V I'M-TIIF AMERWAN INSTITUTE 0FARC111TF.CTS, I'S9 NEW PORK A%'FNUE.N W.,WASHINGTON.D C.'Ixxx, A201-1987 15 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 The Architect will have authority to order minor changes PAYMENTS AND COMPLETION in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the 9„1 CONTRACT SUM intent of the Contract Documents. Such changes shall be 9.1.1 The Contract Sum is stated in the Agreement and,includ- effected by written order and shall be binding on the Owner ing authorized adjustments, is the total amount payable by the and Contractor. The Contractor shall carry out such written Owner to the Contractor for performance of the Work under orders promptly. the Contract Documents. ARTICLE 8 9.2 SCHEDULE OF VALUES ' 9.2.1 Before the first Application for Payment, the Contractor TiME shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such form and 5uQ- 8.1 DEFINITIONS ported by such data to substantiate its accuracy as the Architect 8.1.1 Unless otherwise provided, Contract Time is the period may require.This schedule,unless objected to by the Architect, of time, including authorized adjustments, allotted in the Con- shall be used as a basis for reviewing the Contractor's Applica- tract Documents for Substantial Completion of the Work. bons for Payment. 8_1.2 The date of commencement of the Work is the date 9.3 APPLICATIONS FOR PAYMENT established in the Agreement. The date shall not be postponed 9.3.1 At least ten days before the date established for each by the failure to act of the Contractor or of persons or entities progress payment, the Contractor shall submit to the Architect for whom the Contractor is responsible. an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application 8.1.3 The date of Substantial Completion is the date certified shall be notarized, if required, and supported by such data by the Architect in accordance with Paragraph 9.8. substantiating the Contractor's right to payment as the Owner 8.1.4 The term "day" as used in the Contract Documents shall or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage mean calendar day unless otherwise specifically defined. if provided for elsewhere in the Contract Documents. 8.2 PROGRESS AND COMPLETION 8.21 Time limits stated in the Contract Documents are of the 9.3.1.1 Such applications may include requests for payment on account of changes in the Work which have been property essence of the Contract. By executing the Agreement the Con- authorized by Construction Change Directives but not yet tractor confirms that the Contract Time is a reasonable period included in Change Orders. for performing the Work. 9.3.1.2 Such applications may not include requests for pay- 8.2.2 The Contractor shall not knowingly, except by agree- ment of amounts the Contractor does not intend merit or instruction of the Owner in writing,prematurely com- pay to mence operations on the site or elsewhere prior to the effective Subcontractor or material supplier because of a dispute or other date of insurance required by Article I I to be furnished by the reason' Contractor. The date of commencement of the Work shall not 9.3.2 Unless otherwise provided in the Contract Documents, be changed by the effective date of such insurance. Unless the payments shall be made on account of materials and equipment date of commencement is established by a notice to proceed delivered and suitably stored at the site for subsequent incor- giyen by the Owner, the Contractor shall notify the Owner in potation in the Work. If approved in advance by the Owner, writing not less than five days or other agreed period before payment may similarly be made for materials and equipment commencing the Work to permit the timely filing of mortgages, suitably stored off the site at a location agreed upon in writing. mechanic's liens and other security interests. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with 8.2.3 The Contractor shall proceed expeditiously with ade- prcxedures satisfacton•to Owner to establish the Owner's quart forces and shall achieve Substantial Completion within title to such materials and equipment or otherwise protect: the the Contract Time. Owner's interest, and shall include applicable insurance, 8.3 DELAYS AND EXTENSIONS OF TIME storage and transportation to the site for such materials and 11.3.1 If the Contractor is ddayed at any time in progress of the equipment stored off the site. ' Work by an act or neglect of the Owner or Architect, or of an 9.3.3 The Contractor warrants that title to all Work covered by employee of richer, or of a separate contractor employed by an Application for Payment will pass to the Owner no later than the Owner, or by changes ordered in the Work, or by labor the time of payment. The Contractor further warrants that disputes,fire,unusual delay in deliveries,unavoidable casualties upon submittal of an Application for Payment all Work for or other causes beyond the Contractor's control, or by delay which Certificates for Payment have been previously issued authorized by the Owner pending arbitration, or by other and payments received from the Owner shall,to the best of the causes which the Architect determines may justifv delay, then Contractor's knowledge, information and belief, be free and the Contract Time shall be extended by Change Order for such clear of liens, claims, security interests or encumbrances in -reasonable time as the .-architect nlay determine. favor of the Contractor. Sutxontractors, material suppliers, or 8.3.2 Claims relating to time shall be made in accordance with other persons or entities making a claim by reason of having applicable provisions of Paragraph -+.i. provided labor. maatenals and equipment relating to the Work. 8.3.3 This Paragraph 8.3 does not preclude recover' of(lain- 9.4 CERTIFICATES FOR PAYMENT ages for delay by either party tinder other provisions of the 9.4.1 The Architect will, within seven (lays after receipt of the Contract Documents. Contractor's application for Payment, either issue to the ' AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTiON • H A'RTEENTH EDITION 16 A201-1987 AI.As • 11)S-TIIE.-%IERICAN INSTITI:TEOFARCIill-E(:TS, I-t5 NF X'YOR!(.A�EXa'E.N '..�'.atiHaNGTON.ll.(:.'t>1MNi i Owner a Certificate for Payment, with a copy to the Contrac- 9.5.2 When the above reasons for withholding certification are tor, for such amount as the Architect determines is properly removed, certification will be made for amounts previously ' due, or notify the Contractor and Owner in writing of the withheld. Architect's reasons for withholding certification in whole or in 9.6 PROGRESS PAYMENTS part as provided in Subparagraph 9.5.1. 9.6.1 After the Architect has issued a Certificate for Payment, ' 9.4.2 The issuance of a Certificate for Payment will constitute a the Owner shall make payment in the manner and within the representation by the Architect to the Owner, based on the time provided in the Contract Documents, and shall so notify Architect's observations at the site and the data comprising the the Archirea. Application for Payment, that the Work has progressed to the 9.6.2 The Contractor shall promptly pay each Subcontractor, ' point indicated and that, to the best of the Architect's knows- upon receipt of payment from the Owner, Out of the amount edge, information and belief, quality of the Work is in actor- paid to the Contractor on account of such Subcontractor's por- dance with the Contract Documents.The foregoing represents- tion of the Work, the amount to which said Subcontractor is tions are subject to an evaluation of the Work for confomrance entitled,reflecting percentages actually retained from payments ' with the Contract Documents upon Substantial Completion, toto the Contractor on account of such Subcontractor's portion results of subsequent tests and inspections,to minor deviations of the Work. The Contractor shall, by appropriate agreement from the Contract Documents correctable prior to completion with each Subcontractor, require each Subcontractor to make and to specific qualifications expressed by the Architect. The payments to Sub-subcontractors in similar manner. ' issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the 9.6.3 The Architect will, on request, furnish to a Subcontrac- amount certified.However,the issuance of a Certificate for Pay- tor, if practicable, information regarding percentages of com- ment will not be a representation that the Architect has (1) pletion or amounts applied for by the Contractor and action ' made exhaustive or continuous on-site inspections to check the taken thereon by the Architect and Owner on account of por- quality or quantity of the Work, (2) reviewed construction tions of the Work done by such Subcontractor. means, methods, techniques, sequences or procedures, (3) 9.6.4 Neither the Owner nor Architect shall have an obligation reviewed copies of requisitions received from Subcontractors to pay or to see to the payment of money to a Subcontractor ' and material suppliers and other data requested by the Owner except as may otherwise be required by law. to substantiate the Contractors right to payment or (4) made examination to ascertain how or for what purpose the Contrac- 9.6.5 Payment to material suppliers Shall be treated in a manner for has used money previously paid on account of the Contract similar to that provided in Subparagraphs 9.6.2,9.6.3 and 9.6.4. ' Sum. 9.6.6 A Certificate for Payment, a progress payment,or partial 9.5 DECISIONS TO WITHHOLD CERTIFICATION or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the 95.1 The Architect may decide not to certify payment and Contract Documents. ' may withhold a Certificate for Payment in whole or in pan, to 9.T FAILURE OF PAYMENT the extent reasonably necessary to protect the Owner,if in the Architect's opinion the representations to the Owner required 9=T.1 If the Architect does not issue a Certificate for Payment, by Subparagraph 9.4.2 cannot be made. If the Architect is through no fault of the Contractor, within seven days after ' unable to certify payment in the amount of the Application,the receipt of the Contractor's Application for Payment, or if the Architect will notify the Contractor and Owner as provided in Owner does not pay the Contractor within seven days after the Subparagraph 9.4.1. If the Contractor and Architect cannot date established in the Contract Documents the amount cer- agree on a revised amount, the Architect will promptly issue a tifred by the Architect or awarded by arbitration,then the Con Certificate for Payment for the amount for which the Architect tractor may, upon seven additional days' written notice to the is,able to make such representations to the Owner. The Archi- Owner and Architect, stop the Work until payment of the tecr may also decide not to certify payment or, because of amount owing has been received. The Contract Time shall be subsequently discovered evidence or subsequent observations, extended appropriately and the Contract Sum shall be may nullify the whole or a pan of a Certificate for Payment increased by the amount of the Contractor's reasonable costs of previously issued, to such extent as may be necessary in the shut-down, delay and start-up, which shall be accomplished as Architect's opinion to protect the Owner from loss because of: provided in Article 7. ' 9.8 SUBSTANTIAL COMPLETION 1 defective Work not remedied; 9.8_1 Substantial Completion is the stage in the progress of the .2 third party claims filed or reasonable evidence indicat- Work when the Work or designated portion thereof is suffr- ing probable filing of such claims: ciently complete in accordance with the Contract Documents ' 3 failure of the Contractor to make payments prop- so the Owner can occupy or utilize the Work for its intended eriy to Subcontractors or for labor, materials or use equipment; .4 reasonable evidence that the Work cannot be com- 9.8.2 When the Contractor considers that the Work, or a por- t pleted for the unpaid balance of the Contract Sum; tion thereof which the Owner agrees to accept separatel, s substantially complete, the Contractor shall prepare and submit 5 damage to the Owner or another contractor, to the Architect a comprehensive list Of items to be Completed .6 reasonable evidence that the Work will not be com- or corrected. The Contractor shall proceed promptly to com- pleted within the Contract Time,and that the unpaid plete and correct items on the list. Failure to include an item on ' balance would not be adequate to cover actual Or such list does not alter the responsibility of the Contractor to liquidated damages for the anticipated drier}; or complete all Work in accordance with the Contract Docu- .7 persistent failure to cart}-out the Work in accordance ments. Upon receipt of the Contractor's list. the Architect will with the Contract Documents. make an inspection to determine whether the Work or desik- ' ALA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION AIA® •(:198-THE AbIERICAN INSTiTL'TE OF ARCHITECTS. 1-iS ,Eu'FORK AVENUE.N.W.,WASHINGT(>N.D.(..fXxXi A201-1987 17 ' noted portion thereof is substantially complete. If the such inspection and,when the Architect finds the Work accept- Architect's inspection discloses any item, whether or not able under the Contract Documents and the Contract fully per- included on the Contractor's list, which is not in accordance formed, the Architect will promptly issue a final.Certificate for with the requirements of the Contract Documents.the Contrac- Payment stating that to the best of the Architect's knowledge, for shall, before issuance of the Certificate of Substantial Com- information and belief, and on the basis of the Architect's pletion,complete or correct such item upon notification by the observations and inspections, the Work has been completed in Architect. The Contractor shall then submit a request for accordance with terms and conditions of the Contract Docu- another inspection by the Architect to determine Substantial ments and that the entire balance found to be due the Contrac-Completion. When the Work or designated portion thereof is for and noted in said final Certificate is due and payable. The substantially complete, the Architect will prepare a Certificate Architect's final Certificate for Payment will constitute a further of Substantial Completion which shall establish the date of Sub- representation that conditions listed in Subparagraph 9.10.2 as stantial Completion, shall establish responsibilities of the precedent to the Contractor's being entitled to final payment Owner and Contractor for security,maintenance heat,utilities, have been fulfilled. damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list 9,10.2 Neither final payment nor any remaining retained ' accompanying the Certificate. Warranties required by the Con- percentage shall become due until the Contractor submits to tract Documents shall commence on the date of Substantial the Architect(1)an affidavit that payrolls,bills for materials and Completion of the Work or designated portion thereof unless equipment, and other indebtedness connected with the Work otherwise provided in the Certificate of Substantial Comple- for which the Owner or the Owner's property might be ' tion. The Certificate of Substantial Completion shall be sub- responsible or encumbered(less amounts withheld by Owner) mitted to the Owner and Contractor for their writmn accel- have been paid or otherwise satisfied,(2)a certificate evidenc- trance of responsibilities assigned to them in such Certificate. ing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will 9.8.3 Upon Substantial Completion of the Work or designated not be cancelled or allowed to expire until at least 30 days' ' portion thereof and upon application by the Contractor and prior written notice has been given to the Owner,(3)a written certification by the Architect, the Owner shall make payment, statement that the Contractor knows of no substantial reason reflecting adjustment in reminage,if any, for such Work or por- that the insurance will not be renewable to cover the period tion thereof as provided in the Contract Documents. required by the Contract Documents, (4) consent of surety, if 9.9 PARTIAL OCCUPANCY OR USE any, to final payment and(5), if required by the Owner, other data establishing payment or satisfaction of obligations,such as 9.9.1 The Owner may occupy or use any completed or par- receipts, releases and waivers of liens, claims,security interests tially completed portion of the Work at any wage when such or encumbrances arising out of the Contract, to the extent and ' portion is designated by separate agreement with the Contrac- in such form as may be designated by the Owner. If a Subcon- tor, provided such occupancy or use is consented to by the tractor refuses to fumish a release or waiver required by the insurer as required under Subparagraph 11.3.I 1 and authorized Owner, the Contractor may furnish a bond satisfactory to the by public authorities having jurisdiction over the Work. Such Owner to indemnify the Owner against such lien. If such lien partiai occupancy or use may commence whether or not the remains unsatisfied after payments are made, the Contractor portion is substantially complete, provided the Owner and shall refund to the-Owner all money that the Owner may be Contractor have accepted in writing the- responsibilities compelled to pay in discharging such lien, including all costs ' assigned to each of them for payments, rctainage if any, secu- and reasonable attomeys' fees. rity,maintenance,heat,utilities,damage to the work and insur- ance,and have agreed in writing concerning the period for cor- 9.10.3 If,after Substantial Completion of the Work,finai com- rection of the Work and commencement of warranties pletion thereof is materially delayed through no fault of the ' required by the- Contract Documents. When the Contractor Contractor or by issuance of Change Orders affecting final considers a portion substantially complete, the Contractor shall completion, and the Architect so confirms, the Owner shall, prepare and submit a list to the Architect as provided under upon application by the Contractor and certification by the Subparagraph 9.8.2. Consent of the Contractor to partial occu- Architect,and without terminating the Contract,make payment panty or use shall not be unreasonably withhdd-The stage of of the balance due for that portion of the Work fully completed the progress of the Work shall be determined by n-nitten agree- and accepted- If the remaining balance for Work not fully com- ment between the Owner and Contractor or,if no agreement is pleted or corrected is less than retainage stipulated in the Con- reached, by decision of the Architect. tract Documents,and if bonds have been furnished,the written ' consent of surety to payment of the balance due for that.por- 9.9.2 Immediately prior to such partial occupancy-or use, the tion of the Work fully completed and accepted shall be submit- Owner, Contractor and Architect shall jointly inspect the area ted by the Contractor to the Architect prior to certification of to be occupied or portion of the Work to be used in order to such payment. Such payment shall be made under terms and ' determine and record the condition of the Work- conditions governing final payment, except that it shall not constitute a waiver of claims.The making of final payment shall 9.9.3 Unless otherwise agreed upon, partial occupancy or use constitute a waiver of claims by the Owner as provided in Sub- of a portion or portions of the Work shall not constitute accep- paragraph 4.3.5. T rance of Work not complying with the requirements of the Contract Documents. 9.10.4 Acceptance of final payment by the Contractor, a Sub- 9.10 FINAL COMPLETION AND FINAL PAYMENT contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing ' 9.10.1 Capon receipt of written notice that the Work is ready and identified by that payee as unsettled at the time of final for final inspection and acceptance and upon receipt of a final Application for Pa}•ment. Such waivers shall be in addition to Application for Pavment, the Architect will promptly make the waiver descnbed in Subparagraph +.3.5. AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION- FOURTEENTH EDITION 18 A201-1987 AIA' -C 198-THE A.MERICAN INSTITUTE OF ARCHITECTS. 1.35 NEW PORK AVENUE.NW..WASHINGTON,D.C.-'tMkk, ARTICLE 10 10.=The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders ' PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 10.1 SAFETY PRECAUTIONS AND PROGRAMS char protection from damage, injury or loss. 10.1.1 The Contractor shall be responsible for initiating,main- 10.2.3 The Contractor shall erect and maintain,as required by coining and supervising all safety precautions and programs in existing conditions and performance of the Contract, reason- connection with the performance of the Contract. able safeguards for safety and protection, including posting danger signs and Other warnings against hazards, promulgating. 10.1.2 In the event the Contractor encounters on the site gym' regulations and notifying owners and users of adjacent material reasonably believed to be asbestos or polychlorinated sites and utilities. ' biphenvi (PCB) which has not been rendered harmless, the 10.Z4 When use or storage of explosives or other hazardous Contractor shall immediately stop Work in the area affected materials or equipment or unusual methods are necessary for and report the condition to the Owner and Architect in writing. execution of the Work, the Contractor shall exercise utmost The Work in the affected area shall not thereafter be resumed care and carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. fact the material is asbestos or polychlorinated biphenyl(PCB) and has not been rendered harmless. The Work in the affected 10.2-5 The Contractor shall promptly remedy damage and loss area shall be resumed in the absence of asbestos or poiychlori- (other than damage or loss insured under property insurance nated biphenyl(PCB), or when it has been rendered harmless, required by the Contract Documents)to property referred to in by written agreement of the Owner and Contractor, or in Clauses 10.3.1.2 and 10.2.1.3 caused in whole or in pan by the accordance with final determination by the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone ' arbitration has not been demanded, or by arbitration under directly or indirectly employed by any of them, or by anyone Article 4. for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except 10.1.3 The Contractor shall not be required pursuant to Article damage or loss attributable to acts Or omissions of the Owner 7 to perform without consent any Work relating to asbestos or or Architect or anyone directly or indirectly employed by polychlorinated biphenvi (PCB). 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 10.1.4 To the fullest extent permitted by law, the Owner shall Contractor. The foregoing obligations of the Contractor are in indemnify and hold harmless the Contractor, Architect, Archi- addition to the Contractor's obligations under Paragraph 3.18. ' tea's consultants and agents and employees of any of them from and against claims, damages,losses and expenses,includ- 1026 The Contractor shall designate a responsible member of ing but not limited to attorneys' fees,arising our of or resulting the Contractor's organization at the site whose duty shall be the from performance of the Work in the affected area if in fact the prevention of accidents. This person shad be the Contractor's material is asbestos or polychlorinated biphenyl(PCB)and has superintendent unless otherwise designated by the Contractor not been rendered harmless,provided that such claim,damage, in writing to the Owner and Architect. loss or expense is attributable to bodily injury,sickness,disease 1027 The Contractor shall not load or permit any pan of the or death, or to injury to or destruction of tangible property construction or site to be loaded so as to endanger its safety. ' (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in pan by 10.3 EMERGENCIES negligent acts or omissions of the Owner, anyone directly or 10.3.1 In an emergency affecting safety of persons or property, indirectly employed by the Owner or anyone for whose acts the Contractor shall act, at the Contractor's discretion, to pre- the Owner may be liable, regardless of whether or not such vent threatened damage, injury or loss. Additional compensa- claim, damage, loss or expense is caused in part by a parry tion or extension of time claimed by the Contractor on account indemnified hereunder. Such obligation shall not be construed of an emergency shall be determined as provided in Paragraph to negate, abridge, or reduce ocher rights or obligations of 4.3 and Article 7. indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.4. ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AbdkSeNaS 10.2-1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: 11_t. a Contractor shall purchase from and maintain in a ' company ompanies lawfullv authorized to do business in 1 employees on the Work and other persons who may the jurisdiction[ bleb[he Project is located such insurance as be affected thcrebv: will protect the Cunt or from claims set forth below which .2 the Work and materials and equipment to he incorpo- may arise out of or resu m the Contractors operations ' rated therein, whether in storage on or off the site, under the Contract and for n hie e Contractor may be lrgalh under rare, Custody or control of the Contractor or liable, whether such operations be e Contractor or b%' a the Contractor's Subcontractors or Sub subcontrac Subcontractor or by am one dirrcth or in tiv employed b" tors; and anv of them.or by am•One for whose acts and•a em maN be 3 other property at the site or adjacent thereto,such as liable: trees, shrubs, lawns. walks, pavements, roadways, .1 claims under workers' or workmen's compensati structures and utilities not designated for removai, trio disihilin hrnrtit and other similar emplO�er benefit acts ration or rrplacemcnt u) the course of construction. ' AIA DOCUMENT A201 • GENERAt.CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITIOti AIA9 -« 19N'THE. NERICANINSTITUTEOF.ARCHITECTS, I'SSNEVC'YORK.�VE�CE.N�t'.WA' ,HINGTON,D.C.IXXXI A201-1987 19 tional sickness or disease,or death of the Contractor's r aired by this Paragraph 11.3 to be covered, whichever is employees; lMr. This insurance shall include interests of the Owner, the claims for damages because of bodily injury,sickness tractor, Subcontractors and Sub-subcontractors in [he or disease,or death of any person other than the Con- tractor's employees; 11.3. 1 Property insurance shall be on an all-risk policy form ' .4 aims for damages insured by usual personal injury and shall insure against the perils of fire and extended coverage I' bility coverage which are sustained(1) by a person and' phical loss or damage including, without duplication of as result of an offense directly or indirectly related to coverag , theft, vandalism, malicious mischief, collapse, false- em loyment of such person by the ContraIcror,or(2) work, t porary buildings and debris removal including by other person; demolitio occasioned by enforcement of any applicable legal .5 clai for damages, other than to the Work itself, requirem , and shall cover reasonable compensation for beta of injury to or destruction of tangible prop- Architect's rvices and expenses required as a result of such erry, i luding loss of use resulting therefrom; insured loss• Coverage for other penis shall not be required .6 claims r damages because of bodily injury, death of unless ochcrvAse provided in the Contract Documents. a perso or property damage arising out of owner- 11.3.1.2 If the' wrier does not intend to purchase such prop- ship, m tenance or use of a motor vehicle; and ern, insurance uired by the Contract and with all of the 7 claims inv lying contractual liability insurance appli- coverages in the ount described above, the Owner shall so cable to th Contractor's obligations under Paragraph inform the Cont ctor in writing prior to commencement of 3.18 the Work.The Co ractor may then effect insurance which will protect the' interests f the Contractor,Subcontractors and Sub- 11.1.2 The insurance r quired by Subparagraph 11.1.1 shall be subcontractors in th Work,and by appropriate Change Order written for not less ch limits of liability specified in the Con- the cost thereof shall charged[o the Owner. If the Contrac- tract Documents or req ired by law, whichever coverage is for is damaged by the allure or neglect of the Owner co pur- greater. Coverages, whe her written on an occurrence or chase or maintain insu cc as described above, without so ' claims-made basis, shall maintained without interruption nodding the Contractor then th m e Owner shall bear all reason- from date of commence nt of the Work until date of final able costs properly attrib table thereto. payment and termination of y coverage required to be main , rained after final payment. 11.3.1.3 If the property urance requires minimum deduct- bles and such deductibles a identified in the Contract Docu- 11.1.3 Certificates of Insuranc acceptable to the Owner shall merits, the Contractor shall y costs not covered because of be filed with the Owner prior t commencement of the Work. such deductibles.If the Own or insurer increases the required These Certificates and the insu cc policies required by this minimum deductibles above amounts so identified or if the ' Paragraph 1 1.1 shall contain provision that coverages Owner elects to purchase this i urance with voluntary deduc- afforded under the policies will n t be cancelled or allowed to tible amounts, the Owner shall responsible for payment of expire until at least 30 days'prior 'tten notice has been given the additional costs not covered use of such increased or to the Owner. If any of the foregoi g insurance coverages are voluntary deductibles. If deduct es are not identified in the required to remain in force after fin payment and are reason- Contract Documents, the Owner s all pay costs not covered ably available,an additional ceruf t evidencing continuation because of deductibles. of such coverage shall be submitted a'th the final.Application 11.3.1.4 Unless otherwise provided in the Contract Docu- for Payment as required by Subpara h 9.10.2. Information ments,this property insurance shall co r portions of the Work concerning reduction of coverages be famished by the stored Off the site after written approv of the Owner at the Contractor with reasonable promptness accordance with the value established in the approval,and portions of the Work Contractor's information and belief. in transit. 11.2 OWNER'S LIABILITY INSURANCE 11,3.2 Boiler and Machinery Insurance The Owner shall 1T.Z1 The Owner shall be responsible f purchasing and purchase and maintain boiler and ma inert' insurance maintaining the Owner's usual liability insu cc. Optionally, required by the Contract Documents or by law, which shall the Owner may purchase and maintain other i surance for self- specifically cover such insured objects Burin installation and ' protection against claims which may arise m operations until final acceptance by the Owner;this incur cc shall include under the Contract. The Contractor shall not c responsible interests of the Owner, Contractor, Subcontra tors and Sub- for purchasing and maintaining this optional O ner's liability subcontractors in the Work, and the Owner d Contractor insurance unless specifically required by t e Contract shall be named insureds. 1 Documents. 11.3.3 Loss of Use Insurance. The Owner, at c e Owner's 11.3 PROPERTY INSURANCE option, may purchase and maintain such insures a as will 11.3.1 Unless otherwise provided, the Owner shall urchase insure the Owner against loss of use of the Owner' property and maintain, in a company or companies lawfully a orized due- to fire or other hazards, however caused. Th Owner ' to do business in the jurisdiction in which the P ject is waives all rights of action against the Contractor for los of use of the Owner's property,including consequential lo located, property insurance in the amount of the initi Con- sses ue to tract Sum as will as subsequent modifications thereto r the fire Or other hazards however mused. ' entire Work at the site on•a replacement cost basis with vOl- 11.3.4 If the Contractor requests in writing chat insuranc for -untan• deductibles. Such property insurance shall be •in- risks other than those described herein or for other special az- tained, unless otherwise provided in the Contract Docum is ards be included in the property insurance policy, the Ow er or otherwise agreed in writing by all persons and entities w o shall, if possible. include such insurance, and the cost there f are beneficiaries Ul NUCh insurance•until final payment has be Sb•Il tiP -^"g:qCL=L, rk C' nrrnrrnr k.• .+�•.:..--W*m'tl . I 1 �i•veF AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRALT FOR CONSTRICTION - FOURTEENTH EDITION ' 20 A201-19137 AIAS -,c I'III-T11E AMER IC.4N INSTITUTE OF ARCHITECTS. 1715,1EW YORK AVENUE,N lr.,IVAS1 i INGTON,D.C.21X 11 Xi properties, real or personal or both, adjoining or adja- a loss with insurers unless one of the panics in interest to the site by property insurance under policies separate shall jea in writing within five days after occurrence of loss fro those insuring the Project, or if after final payment prop- to the wner's exercise of this power; if such objection be erty urance is to be provided on the completed Project made,ar . cots shall be chosen as provided in Paragraph 4.5. dhrou a policy or policies other than those insuring the Proj- The Own fiduciary shall,in that case,make settlement with t ea du ' g the construction period, the Owner shall waive all insurers in a ordance with directions of such arbitrators. If rights ' accordance with the trans of Subparagraph 11.3.7 for distribution of urance proceeds by arbitration is required, damages used by fire or other perils covered by this separate the arbitrators w direct such distribution. property ' urance. All separate policies shall provide this 11.3.11 partial occu cy or use in accordance with Paragraph waiver of ogation by endorsement or otherwise. 9.9 shall not commen until the insurance company or com- 11.3.6 Befo an exposure to loss may occur, the Owner shall pies providing pro insurance have consented to such File with the Contractor a copy of each policy that includes panes occupancy or use endorsement or otherwise. The insurance co rages required by this Paragraph 11.3. Each Owner and the Contractor s take reasonable steps to obtain consent of the insurance co y or companies and shall, policy shall co rain all generally applicable conditions, defini- without mutual written consent, a no action with respect to [ions,exclusion and endorsements related to this Project.Each partial occupancy or use that woui use cancellation,lapse or policy shall con a provision that the policy will not be reduction of insurance. ' cancelled or con to expire until at least 30 days' prior writ- ten notice has yen to the Contractor. 11.4 PERFORMANCE BOND AND PA ENT BOND 11.4.1 The Owner shall have the right to uire the Contr2c- 11.3.7 Waivers of brogation. The Owner and Contraaor for to furnish bonds covering faithful perfo cc of the Con- waive all rights a (1)each other and any of their subcon- tract and payment of obligations arising the der as stipu- tractors,sub-subcon ors,agents and employees,each of the lated in bidding requirements or specific IV in the other, and (2) the Ar Architect's itecr, consultants, separate Contract Documents on the date of execution of Contract. contractors described in cle 6, if any, and any of their sub- ' 11.4.2 Upon the request of any erson or entity a to contractors, sub-subcon ctors, agents and employees, for Po eq P p g damages caused by fire or ther perils to the extent covered by be a potential beneficiary of bonds covering payment of Gga- lions arising under the Contract, the Contractor shall prom sly property insurance obtain pursuant to this Paragraph 11.3 or other property insurance a licable to the Work, except such rights as they have to proc of such insurance held by the Owner as fiduciary. The O or-Contractor, as appropriate, ARTICLE 12 shall require of the Architect, . chitect's consultants, separate contractors described in Article 6, if any, and the subcontrac- t tors,sub-subcontractors,agents d employees of any of them, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, writs where legally required for 12-t UNCOVERING OF WORK validity, similar wmvem each in f vor of ocher parties enum- erated herein.The policies shall pro ide such waivers of subro- 12_1.1 If a portion of the Work is covered contrary to the ' gction by endorsement or otherwr A waiver of subrogation Architect's request or to requirements specifically expressed in shall be effective as to a person or en 'ry even though that per- the Contract Documents, it must, if required in writing by the son or entity would otherwise have a ury of indemnification, Architect,be uncovered for the Architect's observation and be contractual or otherwise, did not pay a insurance premium replaced at the Contractor's expense without change in the- directly or indirectly, and whether or n t the person or entity Contract Tune. had an insurable interest in the propertw cd. 12-1.2 If a portion of the Work has been covered which the 11.3.8 A loss insured under Owner's pro insurance shall Architect has not specifically requested to observe prior to its be adjusted by the Owner as fiduciary and a payable to the being covered,the Architect may request to see such Work and Owner as fiduciary for the insureds, as interests may it shall be uncovered by the Contractor. If such Work is in appear, subject to requirements of any appI ble mortgagee accordance with the Contract Documents, costs of uncover- clause and of Subparagraph 1 1.3.10. The Con ctor shall pay ing and replacement shall, by appropriate Change Order, be received to the Owner. If such Work is not in accordance with Subcontractors their just shares of insurance p eeds ret ' the Contract Documents, the Contractor shall pay such costs by the Contractor, and by appropriate a cots, written where legally required for validity,shall require S ontraaors unless the condition was caused by the Owner or a separate to make payments to their Sub-subcontracto in simi contractor in which event the Owner shall be responsible for ' manner. payment of such costs. 12.2 CORRECTION OF WORK 11.3.9 If required in writing by a party in interest, a Owner 12.2.1 The Contractor shall promptly correct Work rejected as fiduciary shall, upon occurrence of an insured 1 ss, give by the Architect or failing to conform to the requirements of bond for proper performance of the Owner's duties. c cost the Contract Documents, whether observed before or after of required bonds shall be charged against proceeds rec ved as Substantial Completion and whether or not fabricated,installed fiduciary. The Owner shall deposit in a separate accoun pro- or completed. The Contractor shall bear costs of correcting ceeds so received, which the Owner shall distribute in a cor- such rejected Work, including additional testing and inspec- t dance with such agreement as the parties in interest may r ch, Lions and compensation for the .architects services and or in accordance with an arbitration award in which case he expenses made necessary thereby. procedure shall be as provided in Paragraph 4.5. If after su h loss no other special agreement is made, replacement of 12.2.2 If, within one year after the date of Substantial Comple- tion of the Work or designated portion thereof,or after the date AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA'D • '�)1987 THE ANIERICAN INSTITUTE OF ARCHITECTS. [-i5 NEW 1.ORK AVENUE.N.W..WASHINGTON,D.C.'tAMK, A201-1987 21 for commencement of warranties established under Sub- ARTICLE 13 paragraph 9.9.1, or by tams of an applicable special warranty required by the Contract Documents,any of the Work is found MISCELLANEOUS PROVISIONS to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after 13.1 GOVERNING LAW receipt of written notice from the Owner to do so unless the 13.1.1 The Contract shall be governed by the law of the place Owner has previously given the Contractor a written accep- where the Project is located. ' tance of such condition. This period of one year shall be extended with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS Substantial Completion by the period of time between Substan- 13.2.1 The Owner and Contractor respectively bind them- tW Completion and the actual performance of the Work.This selves, their partners, successors, assigns and legal represerta- ' obligation under this Subparagraph 12.2.2 shall survive accep- tives to the other parry hereto and to partners, successors, tance of the Work under the Contract and termination of the assigns and legal representatives of such other parry in respect Contract. The Owner shall give such notice promptly after dis- to covenants,agreements and obligations contained in the Con- covery of the condition. tract Documents. Neither parry to the Contract shall assign the ' Contract as a whole without written consent of the ocher. If 12.2.3 The Contractor shall remove from the site portions of either parry attempts to make such an assignment without such the Work which are not in accordance with the requirements consent,that party shall nevertheless remain legally responsible of the Contract Documents and are neither corrected by the for all obligations under the Contract. Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work 13.3 WRITTEN NOTICE, within a reasonable time, the Owner may correct it in actor- 13.3.1 Written notice shall be deemed to have been duly dance with Paragraph 2.4. If the Contractor does not proceed served if delivered in person to the individual or a member of ' with correction of such nonconforming Work within a reason- the Firm or entity or to an officer of the corporation for which it able time fixed by written notice from the Architect,the Owner was intended,or if delivered at or sent by registered or certified may remove it and store the salvable materials or equipment at mail to the last business address known to the party giving the Contractor's expense. If the Contractor does not pay costs notice. of such removal and scorage within ten days after written notice, the Owner may upon ten additional days' written 13.4 RIGHTS AND REMEDIES notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof,after deducting 13.4.1 Duties and obligations imposed by the Contract Docu- ' costs and damages that should have been borne by the Con- merits and rights and remedies available thereunder shall be in tractor,including compensation for the Architect's services and addition to and nor a limitation of duties,obligations,rights and expenses made necessary thereby. If such proceeds of sale do remedies otherwise imposed or available by law. not cover costs which the Contractor should have borne, the 13.4.2 No action or failure to act by the Owner, Architect or ' Con[raa Sum shall be reduced by the deficiency. If payments Contractor shall constitute a waiver of a right or dury afforded then or thereafter due the Contractor are not sufficient to cover them under the Contract,nor shall such action or failure to act such amount, the Contractor shall pay the difference to the constitute approval of or acquiescence in a breach thereunder, Owner. except as may be specifically agreed in writing. ' 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or 13.5 TESTS AND INSPECTIONS partially completed, of the Owner or separate contractors ' caused by the Contractor's correction or removal of Work Work Tests, inspections and approvals of r by less , the which is not in accordance with the requirements of the Con- Work required by the Contract Documents or by laws, ordi- whi Documents nances,ruies,regulations or orders of public authorities having tract jurisdiction shall be made at an appropriate time. Unless other- 12.2.6 Nothing contained in this Paragraph 122 shall be con- wise provided, the Contractor shall make arrangements for strued to establish a period of limitation with respect to other such tests,inspections and approvals with an independent test- obligations which the Contractor might have under the Con- ing laboratory or entity acceptable to the Owner, or with the tray Documents. Establishment of the time period of one year appropriate public authority, and shall bear all related costs of as described in Subparagraph 12 22 relates only to the specific tests, inspections and approvals. The Contractor shall give the obligation of the Contractor to correct the Work, and has no Architect timely notice of when and where tests and inspec- relatioaship to the time within which the obligation to comply lions are to be made so the Architect may observe such proce- with the Contract Documents may be sought to be enforced, dupes. The Owner shall bear costs tests, inspections o nor to the time within which proceedings may be commenced approvals which do not become requirements until after bids to establish the Contractor's liability with respect to the Con- are received or negotiations concluded. tractor's obligations other than specifically to correct the Work. 13.5.2 If the Architect, 0,%mer or public authorities having 12.3 ACCEPTANCE CF NONCONFORMING WORK jurisdiction determine that portions of the Work require addi- tional testing, inspection or approval not included under Sub- -12.3.1 If the Owner prefers to accept Work which is not in paragraph 13.5.1,the Architect will,upon written authorization accordance with the requirements of the Contract Documents, from the Owner,instruct the Contractor to make arrangements the Owner may do so instead of requiring its removal and cor- for such additional testing, inspection or approval by an entity rection, in which case the Contract Sum will be reduced as acceptable to the Owner, and the Contractor shall give timely appropriate and equitable. Such adjustment shall be effected notice to the Architect of when and where tests and inspections whether or not final payment has been made. are to be made so the.architect may observe such procedures. ALA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 22 A201-1987 AIAa •(9 1987 THE A:NERICAN INSTITUTE OF ARCHITECTS. 1'35 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 ' The Owner shall bear such costs except as provided in Sub- ARTICLE 14 paragraph 13.5.3. 13.5.3 If such procedures for testing, TERMINATION OR SUSPENSION ' p g, inspection or approval OF THE CONTRACT under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established 14.1 TERMINATION BY THE CONTRACTOR by the Contract Documents, the Contractor shall bear all costs ' made necessary by such failure including those of repeated 14.1.1 The Contmaor may terminate the Contract if the Work procedures and compensation for the Architect's services and is stopped for a period of 30 days through no act or fault of the expenses- Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons performing portions 13.5.4 Required certificates of testing,.inspection or approval. of the Work under contract with the Contractor,for any of the sh2il,unless otherwise required by the Contract Documents,be following reasons: secured by the Contractor and promptly delivered to the .1 issuance of an order of a court or ocher public author- Architect. ity having jurisdiction; ' 13.5.5 If the Architect is to observe tests, inspections or •2 an act of government,such as a declaration of national approvals required by the Contract Documents, the Architect emergency, making material unavailable; will do so promptly and,where practicable,a the normal place ,3 because the Architect has not issued a Certificate for ' of testing- Payment and has not notified the Contractor of the reason for withholding certification as provided in 13.5.6 Tests or inspections conducted pursuant to the Con- Subparagraph 9.4.1, or because the Owner has not tract Documents shall be made promptly to avoid unreasonable made payment on a Certificate for Payment within ' delay in the Work. the time stated in the Contract Documents; .4- if repeated suspensions,delays or interruptions by the 13.6 INTEREST Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- ' 13.6.1 Payments due and unpaid under the Contract Docu- ber of days scheduled for completion,or 120 days in ments shall bear interest from the date payment is due ac such any 365-day period, whichever is less; or rate as the parties may agree upon in writing or,in the absence .5 the Owner has failed to furnish to the Contractor thereof,at the legal rate prevailing from time to time at the place promptly, upon the Contraaor's request, reasonable ' where the Project is located. evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may, 13.T COMMENCEMENT OF STATUTORY upon seven additional days' written notice to the Owner and LIMITATION PERIOD Architect,terminate the Contract and recover from the Owner ' 13.7.1 As between the Owner and Contractor. payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment .1 Before Substantial Completion.As to acts or failures and machinery, including reasonable overhead, profit and to act occurring prior to the relevant date of Subs=- Eger- , tial Completion, any applicable statute of limitations 14.1.3 If the Work is stopped for a period of 60 days through shall commence to run and any alleged cause of action no act or fault of the Contraaor or a Subcontractor or their shall be deemed to have accrued in any and all events agents or employees or any other persons performing portions ' not later than such date of Substantial Completion; of the Work under contract with the Contractor because the .2 Between Substantial Completion and Final CardfF- Owner has persistently failed to fulfill the Owner's obligations Cate for PaymenL As to acts or failures to act occur- under he Contract Documents with respect to matters impor- ting subsequent to the relevant date of Substantial cane to the progress of the Work, the Contractor may, upon Completion and prior to issuance of the final Certifi- seven additional days' written notice to the Owner and the care for Payment,any applicable statute of limitations Architect, terminate the Contract and recover from the Owner shall commence to run and any alleged cause of as provided in Subparagraph 14.1.2. action shall be deemed to have accrued in any and all 14.2 TERMINATION BY THE OWNER FOR CAUSE ' events not later than the date of issuance of the final 14.2-1 The Owner may terminate the Contract if the Certificate for Payment, and Contactor: Z After Final Certificate for Payment-As to acts or .1 persistently or repeatedly refuses or fails to supply failures to as occurring after the relevant date of issu- enough properly skilled.workers or proper materials; ante of the final Certificate for Pavmrnc, any appli- ,2 fails to make payment to Subcontractors for materials cable statute of limitations shall commence to run and or labor in accordance with the respective agreements any alleged cause of action shall be deemed to have between the Contractor and the Subcontractors; accrued in any and all events not later than the date of ,3 persistently disregards laws, ordinances, or rules, reg- anv as or failure to act by the Contractor pursuant to ula[ions or orders of a public authority having juris- any warranty provided under Paragraph 3.5, the date diction; or of any correction of the Work or failure to correct the Work' by the Contractor under Paragraph 12.2,or the •4 otherwise is guilty of substantial breach of a provision date of actual commission of any other act or failure of the Contract Documents. to perform any duty or obligation by the Contractor 14.2.2 When any of the above reasons exist,the Owner,upon or Owner, whichever occurs last. certification by the Architect that sufficient cause exists to jus- ALA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION- FOURTEENTH EDITION AIA* -(cD 19H7 THE AMERICAN INSTITUTE OFARCHITECTS.1'i5 NEW YORK AVENUE.N.W.,WASHINGTON,D.C.21XX)6 A201-1987 23 tify such action, may without prejudice to any other rights or Owner.The amount to be paid to the Contactor or Owner,as 1 remedies of the Owner and after giving the Contractor and the the case may be;shall be certified by the Architect,upon appii- Contractoes surety, if any, seven days' written notice, termi- cation, and this obligation for payment shall survive termirta- nave employment of the Contractor and may, subject to any tion of the Contras. 1 prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials,equip FOR CONVENIENCE meet,tools,and construction equipment and machin- 14.3.1 The Owner may,without cause,order the Contractor in 1 cry thereon owned by the Contractor, writing to impend,delay or interrupt the Work in whole or is .Z accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may determine. graph 5.4; and .3. finish the Work by whatever reasonable:method the 14.32 An adjustment shall be made for increases in the cost of 1 Owner may deers expedient. perform2rice of the Contract, including profit on the increased cost of performance,caused by suspension, delay or interrup- 14.Z3 When the Owner terminates the Contract for one of the tion. No adjustment shall be made to the extent. reasons stated in Subparagraph 14.2.1,the Contractor shall not 1 that performance is, was or would have been so sus- be entitled to receive further payment until the Work is pence delayed or interrupted by another cause for finished. which the Contractor is responsible; or 14.2-4 If the unpaid balance of the Contract Sum exceeds costs .Z that an equitable adjustment is made or denied under of finishing the Work, including compensation for the Archi- another provision of this Contract. tea's services and expenses made necessary thereby, such excess shall be paid to the Contractor.If such costs exceed the 14.3.3 Adjustments made in the cost of performance may have- unpaid balance, the Contractor shall pay the difference to the a mutually agreed fixed or percentage fee. i 1 1 1 1 1 1 1 1 1 = 1 ' AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRU(MON• FOURTEENTH EDITION 24 A201-1987 AIA" •©I9M-THE AMERICAN INSTMTE OFARCHITEC7S. 1-35 NEWPORK AVE.NUE.N.W..WASHINGTON.D.C.-'(XA)b 3/$T t *** SECTION 00400 - INSURANCE *** PART 1 - INSURANCE 1.01 INSURANCE - A. CONTRACTOR shall carry at its expense, during the term of this agreement, the minimum insurance coverages set forth below: 1. COVERAGE COVERAGE LBMS A. Commercial General Liability $1,000,000 Each Occurrence including Contractual Liability $2,000,000 Annual Aggregate Products/Completed Operations, Independent Contractors, Premises/ Operations, Broad Form Property Damage B. Automobile Liability covering Pursuant to D.O.T. Owned, non-owned and hired requirements but not less than $1,000,000 vehicles each occurrence C. Workers' Compensation Statutory D. Employer's Liability $1,000,000 Each Occurrence ' E. Pollution Liability covering $5,000,000 Each Occurrence sudden and non-sudden accidental $10,000,000 Annual Aggregate occurrences both on and off site Coverage under A, B, and E shall be maintained for two years after the termination of ' this agreement. A certificate of insurance naming PACCAR Inc. and (operating entity) as an additional insured under coverages A, B, and E, shall be made available to PACCAR prior to commencement of services. Each certificate shall contain a statement ' of the insurer's obligation to notify PACCAR Inc and (operating entity) at least ten (10) days prior to cancellation, expiration or material change in any policy covered ' thereunder. *** END OF SECTION 00400 *** 00400-01 ' *** SECTION 00401 - INDEMNIFICATION *** 1 CONTRACTOR agrees to indemnify, hold harmless, and defend PACCAR from and against any and all liabilities, claims, penalties, forfeitures, suits, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees), which it may hereafter incur, become responsible for, or pay out as a result of death or bodily injury to any person, destruction or damage to any property, ' contamination of or adverse effects on the environment, or any violation of governmental laws, regulations or orders, to the extent that such damage was caused by: (i) CONTRACTOR's breach of any term or provision of this Agreement or the failure of ' any warranty of the CONTRACTOR to be true, accurate, or complete; or (ii) any negligent or willful act or omission of CONTRACTOR or its employees or agents. ' PACCAR agrees to indemnify, hold harmless, and defend CONTRACTOR from and against any and all liabilities, claims, penalties, forfeitures, suits, and the costs and ' expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees), which it may hereafter incur, become responsible for, or pay out as a result of death or bodily injury to any person, destruction or damage to any property, ' contamination of or adverse effects on the environment, or any violation of governmental laws, regulations or orders, to the extent that such damage was caused by: (i) PACCAR's breach of any term or provision of this Agreement or the failure of any warranty of the ' PACCAR to be true, accurate or complete; or (ii) any negligent or willful act or omission of PACCAR or its employees or agents. 1 1 1 00401-01 *** SECTION 00500 - INSTRUCTION TO BIDDERS *** ' PART 1 - INSTRUCTION TO BIDDERS 1.01 BID PROCESS A. The CONTRACTOR must adhere to the following bid procedures: ' 1. Attend the Pre-Bid Conference at the Project Site in Renton, Washington. Pre-Bid Conference will start at 9:00 a.m. Friday, June 7, 1991, at 1400 North Fourth Street, Renton, Washington. Meeting will be held in First Floor Conference Room. Please register with the receptionist prior to proceeding to the meeting room. Pre-Bid ' Conference will include a walk-through of the project site. ' 2. Include in bid package written notification of any discrepancies in plans or work procedures, or of any difficulties in work requirements, and/or schedule. 3. Submit all questions to PACCAR Project Manager in writing by ' June 11, 1991. Questions will be answered and sent to all bidders as an addendum. Verbal responses by PACCAR will be considered non-bidding information. ' 4. Prepare bid using current Plans and Technical Specifications, addenda, and information brought out in the Pre-Bid Conference. ' Future revisions to these Plans and Specifications, including the West Parking Lot and the South Site Storm Sewer Interceptor, are ' anticipated. If these revisions are completed prior to bid date, then the revisions will be submitted to the bidders as an addendum to these Plans and Specifications. If these revisions are completed after the bid date, then adjustments to the bid will be negotiated with the CONTRACTOR, as required. ' 5. Submit the bid in triplicate on the Bid Proposal form attached, and all other documentation required by the Plans and Technical ' Specifications, in a sealed envelope to the party identified on the Bid Proposal by 4:00 p.m., Friday June 21. 1991. ' 6. AIA Document A701, "Instruction to Bidders," copy attached. ' 00500-01 B. Bids will be opened privately. An abstract will not be available. *** END OF SECTION 00500 *** ' 00500-02 *** SECTION 00550 - BID FORMS *** ' PACCAR - RENTON NPL SITE BID FORM ' BID PROPOSAL Date: To: Zac R. Elander PACCAR, Inc. ' 777 106th Avenue N.E. Bellevue, Washington 98004 ' From: (Name of Bidder) (Address of Bidder) The undersigned hereby declares that the only person (or persons) interested in this proposal as principal (or principals) is (or are) named herein. This proposal is in all respects fair and in good faith without collusion or fraud. ' The undersigned, having visited the site of the referenced Project and having familiarized themselves with the local conditions affecting the local conditions affecting the cost of the ' Work and with all requirements of the Contract Documents plus all Addenda to said documents, proposes to furnish all labor, material, and equipment, to complete the referenced project. BASE BIDS ' 1. All work specified in Plans and Technical Specifications, and reviewed during Pre- Bid Conference, except off-site disposal fees, drying of soil and sediment, excavation, hauling, and stockpiling of materials excavated from outside the initial limits of excavation in PCB Soil and Sediment areas, and off-site disposal of wastewater by tank trucks. ' A. PCB Remediation Lump Sum Price $ (write out lump sum price) ' 00550-01 1 B. West Parking Lot Work Lump Sum Price $ (write out lump sum price ) NOTE: Base West Parking Lot Lump Sum Price on availability of 4,000 cubic yards of stockpiled imported subgrade fill per Section 02223B (3.01). The actual quantity of backfill available will be provided in an addendum to these specifications. C. Relocation of North-South Drain Lump Sum Price $ ' (write out lump sum price) D. East-West Interceptor Drain Lump Sum Price $ ' (write out lump sum price) ' NOTE; PACCAR will reimburse CONTRACTOR for actual disposal.fees for which CONTRACTOR has disposal tickets and invoices. ADDITIONAL WORK ' 1. D of PCB soil and sediment as specified in Section 02514A. �g P ' One Time Lump Sum Price: for mobilization/demobilization of drying equipment Price $ per cubic yard. (As measured by using dimensions of material stockpiled before drying.) 2. Excavation, hauling, stockpiling, P stoc ilin , and disposal of materials excavated from outside the initial limits of excavation in PCB Sediment area and backfilling, as specified ' in Section 02220A (3.01 C). 00550-02 1 Price $ per cubic yard. (As measured by using dimensions of the excavated area.) NOTE: PACCAR will reimburse CONTRACTOR for actual disposal fees for which CONTRACTOR has disposal tickets and invoices. ' 3. Excavation, hauling, stockpiling, and off-site disposal of materials excavated from outside the initial limits of excavation in PCB Soil area and backfilling, as specified in Section 02220A (3.01 C). Price $ per cubic yard. (As measured by using dimensions of the excavated area.) NOTE: PACCAR will reimburse CONTRACTOR for actual disposal fees ' for which CONTRACTOR has disposal tickets and invoices. 4. Collection, treatment, and off-site disposal of all wastewaters collected in tank trucks as specified in Section 02224A (3.03 B 2) and 02224B (3.03 B 2). ' Price $ per gallon of wastewater NOTE: PACCAR will reimburse CONTRACTOR for actual disposal fees ' for which CONTRACTOR has disposal tickets and invoices. ' 5. Collection, treatment, and discharge of groundwater and surface water collected from excavation ditches, containment as specified in Section 02224A. Price $ per gallon. (As metered during discharge to METRO.) ' PACCAR will pay METRO fees directly. NOTE: All disposal sites must be approved in writing both by PACCAR and Washington State Department of Ecology. 6. Relocation, reconnection, and testing of temporary wastewater discharge areas as specified in Section 02224C (3.01 J) and Section 02224D (3.01 J). ' Price $ per relocation, reconnection and testing. 00550-03 Name of Firm Signature Name and Title ' Business Address City State Zip Code Telephone Number Fax Number ' Date Washington State Contractor's License No. rDate of Issue Expiration Date *** END OF SECTION 00550 *** 00550-04 ' *** SECTION 00600 - MATERIAL SAFETY DATA SHEETS (MSDS) *** PART 1 - MSDS 1.01 MATERIAL SAFETY DATA SHEETS (MSDS): 1. At least five (S) working days prior to bringing chemical substances on site, ' the CONTRACTOR shall supply to the PACCAR on-site representative all current MSDS and related health and safety information for any chemical products the CONTRACTOR intends to use on the site. All information will be forwarded for review by the PACCAR Environmental and Industrial Hygiene departments. Only those materials approved by both departments may be brought on site. No other substances may be substituted for acceptable materials without the prior approval of PACCAR Corporate. ' The CONTRACTOR shall also supply a detailed written description of how any chemical substance is intended to be used, including the methods of application, any controls, or disposal, if applicable. These handling 1 methods will also be reviewed by the Corporate departments. If the reviewing departments determine that additional or alternate handling ' methods are in order, the CONTRACTOR shall follow any procedures recommended by PACCAR Corporate. *** END OF SECTION 00600 *** ' 00600-01 *** SECTION 00800 - INFORMATION AVAILABLE TO BIDDERS *** ' The following information is available for review by the bidders at: PACCAR, Inc. ' Business Center Building 777 106th Ave. NE Bellevue, Washington 98004 Phone: (206) 455-7435 Mr. Bob Butler or James Leonard or ' Hart Crowser, Inc. 1910 Fairview Ave. E Seattle, Washington 98102 Phone: (206) 324-9530 Mr. Jim Kleppe or John Finn ' 1. Site Utility Drawings s g ' 2. Building Foundation Plans for Excavation Areas. ' 3. Remedial Investigation Report, draft (including Appendices A through I) PACCAR Site Renton, Washington ' September 1, 1989 Prepared by Hart Crowser, Inc. ' 4. Feasibility Study Report, draft PACCAR Site ' Renton, Washington February 23, 1990 Prepared by Hart Crowser, Inc. 5. Draft Report of Geotechnical Engineering Design Study ' Proposed Kenworth Renton Truck Plant January 29, 1990; and Supplemental Report. Prepared by Hart Crowser, Inc. 00800-01 a 6. Letter: Presampling of PACCAR Renton NPL Site ' Renton, WA March 27, 1991 ' Prepared by Hart Crowser, Inc. 7. Draft Cleanup Action Plan (CAP) ' Prepared by Washington State Department of Ecology June 1991 Review of site conditions is available by appointment: Contact: Mr. Claus Hackenberger Plant Services Manager PACCAR, Inc. (206) 251-7514 ' *** END OF SECTION 00800 *** r 00800-02 ' *** SECTION 00850 - DRAWING INDEX *** The following drawings are a part of this specification: Hart Crowser ' Plan Sheet Title ' 1 Title Sheet and Site Location Plan 2 PCB Soil and Sediment Excavation Plan and Cross Sections 3 PCB Stockpile, Truck Wash, and Temporary Wastewater Discharge Area ' 4 West Parking Lot Temporary Wastewater Discharge Area. 5 Houser Storm Sewer Bypass and South Site Interceptor Soil Stockpile Site ' Plan 6 Houser Storm Sewer Bypass and South Site Interceptor Dewatering Site Plan ' Bush, Roed & Hitchings ' Plan Sheet Title ' 1 Grading and Utility Plan 2 Grading and Drainage Plan 3 Grading and Drainage Plan ' 4 Storm Drain Details 5 Erosion Control and Subgrade Plan 6 Erosion Control and Subgrade Plan ' 7 Water Plan 8 Water Details ' SSOE, Inc. Plan Sheet Title ' 1 Houser Storm Bypass Sewer Notes, Details and Vicinity Map 2 Houser Storm Sewer Bypass Plan and Profile - SD1 ' 3 Houser Storm Sewer Bypass Plan and Profile - SD2 4 Houser Storm Sewer Bypass Plan and Profile - SD3 ' 5 Houser Storm Sewer Bypass Plan and Profile - SD4 6 South Site, Storm Sewer Intercept Notes, Details and Vicinity Map 7 South Site, Storm Sewer Intercept Plan and Profile - SD 1 ' 8 South Site, Storm Sewer Intercept Plan and Profile - SD2 ' 00850-01 1 1 9 South Site, Storm Sewer Intercept Plan and Profile - SD3 10 South Site, Storm Sewer Intercept Plan and Profile - SD4 i These specifications include work indicated on Hart Crowser (HC) Plan Sheets 1, 2, 3, 4, ' 5 and 6; and Bush, Roed & Hitchings (BR&H) Plan Sheets 2, 3, 4, 5, and 6. ' *** END OF SECTION 00850 *** 1 i 1 1 1 1 i 1 1 i 1 1 1 00850-02 1 DIVISION 1 - GENERAL ' *** SECTION 01010 - SUMMARY OF WORK *** PART 1 - GENERAL 1.01 SECTION INCLUDES ' A. Scope of work B. Location ' C. Existing site information D. CONTRACTOR use of facilities ' E. Future associated work 1.02 RELATED SECTIONS 00150 Schedule 1.03 SCOPE OF WORK ' A. Provide the necessary supervision, project management, health and safety protection, labor, materials, equipment, tools, and appurtenances for performance of the specified work. Comply with the respective codes, and ' all special instructions. In summary, the work involves the following general tasks: PCB Remediation 1. Site preparation - mobilize required equipment and materials, set-up temporary office space, sanitary facilities, and storage areas, and establish necessary survey controls. Construct truck wash facility. t2. Excavation and backfilling - excavate minimum quantities of soils, sediments, and debris in areas shown on plans and added areas as ' directed by the ENGINEER. Backfill areas with imported soil as excavations are completed. ' 3. Dew - pump groundwater and accumulated stormwater from excavation pits, ditches, and collection sumps into temporary ' wastewater holding tanks for disposal into the sanitary sewer. ' 01010-01 1 ' 4. Drying - add drying agents to PCB soils and sediments with excess moisture to meet requirements for TSD landfill disposal. ' S. Stockpiling- - temporarily stockpile excavated soils on site per plans. ' 6. Off-site disposal - transport to, and dispose at a permitted hazardous waste landfill, PCB soil, sediment, and debris. If required, discharge ' wastewater to METRO or provide off-site disposal of designated wastewater. ' West Parking Lot Work 1. Site preparation 2. Excavation and backfilling - excavate soils, sediments, and debris in ' areas shown on plans. Backfill areas with imported soil as excavations are completed. ' 3. Storm drain utilities - install storm drain utilities as shown on plans. ' 4. Dewaterine - pump groundwater and accumulated stormwater from excavation pits into a temporary wastewater holding tank for disposal into the sanitary sewer, or provide off-site disposal of designated wastewater. 5. Stoc ilin - temporary stockpile excavated soils on site per plans. Work shown on BR&H Plan Sheets Sh 1, 2, 3, 7, and 8 which is not specified in these specifications will be done by others. East-West Interceptor Drain. Two drain lines will be installed across the ' site from Houser Way North to Garden Avenue at North 6th Street, then north to North 8th Street. The drain line will intercept stormwater drainage from the south portion of the site and divert it north to North 8th ' Street. The soil excavated during pipeline trenching will be temporarily stockpiled. ' Relocation of North-South Drain. The north-south drain line currently conveys water through the site from property south of the site. This drain ' line will be relocated to run along Houser Way North, along the west side ' 01010-02 ' of the new PACCAR Parts West Parking Lot, along the south edge of North 8th Street to Garden Avenue. The soil excavated during pipeline ' trenching will be stockpiled temporarily on site per plans. B. The above work is considered Phase I work and will be bid in request for ' proposal The work listed below is considered Phase II work. It is anticipated that the successful CONTRACTOR for Phase I work will negotiate a proposal and conduct some or all Phase II work. Phase II Work 1. Placement of treated soils from existing biotreatment units - Soil which has been biotreated on site and which meets Department of Ecology requirements for use as on-site fill will be placed on site. 2. Demolition of asphalt and concrete slabs - This work will be done in preparation for remediation of hot spots and construction of new buildings. Concrete slabs and foundation to a specified depth below ground will be demolished and may be crushed and placed on site. Asphalt will be hauled off site for recycling or disposal at an ' approved site. 3. 1991 hot spot remediation and backfilling - This work will include excavation of hot spots in the north end of the site (north of 6th Street projection) and excavation of hot spots containing metals in the south end of the site (south of 6th Street projection). ' Excavation pits will be backfilled with imported fill. Excavated soils (this includes materials excavated during Phase I) will be stockpiled, ' tested, treated on site if required, and placed on site as directed. Soils containing metals and CPAHs will be stabilized and placed in the north end of the site. Soils containing petroleum hydrocarbons will be treated in the south end of the site and eventually placed on site. 4. North end structural fill cover - A structural fill cover will be placed in the north end of the site. Site grading will be required to prepare this area for acceptance of the fill. The minimum thickness of imported structural fill will be 1 foot. Fill may be placed at thicknesses greater than 1 foot to enable proper site drainage and ' 01010-03 future site use. Future specifications will provide exacting fill elevations. ' S. 1992 hot spot remediation and backfilling - This work will include excavation of hot spots containing petroleum hydrocarbons in the ' south end of the site. Excavation pits will be backfilled with imported fill. Excavated soils will be stockpiled, tested, treated on ' site if required, and placed on site. Soils containing petroleum hydrocarbons will be treated in the south end of the site and eventually placed on site. This work will occur from 1992 through ' 1994. 6. Additional south-end drain lines - Additional drain lines may be ' installed in the south end of the site to facilitate remediation. The soil excavated during pipeline trenching will be stockpiled, tested, ' treated on site if required, and placed on site, as directed. 1.04 SITE LOCATION ' The project site is located at 1400 N. 4th Street, Renton Washington, as shown on HC P J � � lrt Plan Sheet 1 and is between N. 4th and N. 8th St., and Garden Ave N. and Houser Way ' (vacated). Construction equipment access and haul route to the site are also shown on HC Plan Sheet 1. All ingress and egress for the site shall be through the north gate on Houser Way as shown on HC Plan Sheet 1. 1.05 EXISTING SITE INFORMATION PACCAR has been voluntarilyparticipating in a Remedial Investigation/FeasibilityStud P P g Y ' (RI/FS) Process. Copies of the draft RI and FS reports and the draft CAP are available for CONTRACTOR review in PACCAR and Hart Crowser offices as previously detailed in specification section 00200. Drawings showing existing utilities and foundations are also on file at the above locations and at the project site (Mr. Claus Hackenberger, Plant Services Manager, 251-7514). rPotential contractors are required to review these drawings and attend the pre-bid on-site meeting. Since this facility was active over 80 years, the foundation and utility drawings ' may not show all foundations and utilities or exact locations of all foundations and utilities. t 01010-04 1.06 CONTRACTOR USE OF FACILITIES ' Haul routes, site access, CONTRACTOR office areas, and temporary parking are shown on HC Plan Sheet 1. CONTRACTOR's activities shall be limited to these areas and the designated work areas. Three areas of the site (Building 1, the R & D area, and ' Building 17) are currently being used for PACCAR business activities. CONTRACTOR activities should not interfere or disturb those activities. If it appears that ' CONTRACTOR's work may affect those activities, the CONTRACTOR shall seek approval from PACCAR prior to commencing with such work. The work hours for this project are 6:30 a.m. to 7:00 p.m., Monday through Friday. Saturday work shall only occur if 48 hours notice is given to PACCAR site manager. PACCAR will provide 24- hour site security during the course of this work. *** END SECTION 01010 *** ' 01010-05 DIVISION 1 - GENERAL REQUIREMENTS *** SECTION 01100 - HEALTH AND SAFETY REQUIREMENTS *** PART 1 - GENERAL 1.01 PURPOSE ' A. This section specifies minimum requirements for the CONTRACTOR's health and safety plan (H&SP) related to site activities. B. The CONTRACTOR shall be responsible for health and safety conditions related to the work to be performed on this contract at the project site. ' C. All applicable federal, state, and local regulations and codes relating to health and safety shall be adhered to by the CONTRACTOR. The ' CONTRACTOR shall adhere to all applicable portions of WAC 296-62- 300, Hazardous Waste Operations and Emergency Response, as required. The CONTRACTOR shall adhere to all applicable requirements of the Washington Industrial Safety and Health Act, including, but not limited to physical hazards, trenching, electrical, ladders, fire safety, and accident ' reporting requirements. 1.02 POTENTIAL CHEMICAL HAZARDS A. Site Contaminants: Currently, the majority of the site is covered with clean fill, building foundations or buildings, or paving materials. Site activities may expose subsurface soil or groundwater contaminated with PAHs, metals (such as lead, arsenic, and chromium), PCBs, and petroleum ' hydrocarbons. Other metals and organic substances are known to exist in site groundwater or soils. At some site locations, groundwater may contain vinyl chloride and arsenic. Direct human contact or inhalation of these materials must be avoided wherever possible, or limited to allowable exposure levels. ' B. Potential Exposure Routes: ' 1. Inhalation: Airborne dust containing the above mentioned contaminants may be created during site excavation, construction, or remediation activities. Also, volatile components of the hydrocarbon 01100-01 contaminants may become airborne when exposed to sunlight, heat, or air. Precautions to prevent inhalation of hazardous materials will be included in the CONTRACTOR's Health and Safety Plan. 2. Skin and Eye Contact: Dusts generated during site work activities may settle on the skin or clothing of site workers. Also, workers ' may touch contaminated soils or groundwater in the normal course of their work. Precautions to prevent skin or eye contact with ' hazardous materials will be included in the CONTRACTOR's Health and Safety Plan. ' 3. Ingestion: Inadvertent transfer of site contaminants from hands or other objects to the mouth could occur if site workers eat, drink, smoke, chew tobacco, or perform other related activities in contaminated areas. This could result in ingestion of site contaminants, potentially leading to illness. Precautions to prevent ' ingestion of hazardous materials will be included in the CONTRACTOR's Health and Safety Plan. ' C. Chemical Hazard Information: Table 1 lists the maximum concentrations of the primary site contaminants discovered on site to date, or reportedly ' used on site. The primary site contaminants in the PCB Soil and Sediment areas are PCBs, PAHs, petroleum hydrocarbons, and metals. The values in Table 1 do not necessarily reflect the maximum concentrations possible on 1 the site or concentrations anticipated in work areas of this contract, nor all contaminants on site. The table also lists Permissible Exposure Limits (when available) for site contaminants in air. More detailed information is ' discussed in the following documents: ' Hart Crowser, 1989. Remedial Investigation Report, PACCAR Site, Renton, Washington. September 1, 1989. Hart Crowser, 1990. Feasibility Study Report, PACCAR Site, Renton, Washington. February 23, 1990. ' Hart Crowser, 1991. Soil Excavation Health and Safety Plan, PACCAR Renton Site, Renton, Washington. February 7, 1989, Revised March 15, ' 1991. I 01100-02 1 ' Table 1 - Soil Contaminant Information Contaminant Actual PEL-TWA Notes Minimum ' Maximum Soil in mg/m3 Required Concentration Concentration in in mg/kg Soil in mg/kg to Achieve TLV/PEL* 1 PAHs 1,100 0.2 Al (1) 6,667 ' PCBs 27 0.5 SK (2) 16,667 Arsenic 180 0.01 CA (5) 333 Cadmium 10 0.05 A2 (7) 1,667 ' Chromium 17600 0.05 Al (4) 11667 Lead M000 0.05 (3) 1,667 Nickel 330 1.0 (6) 33,333 Notes: ' Al Confirmed human carcinogen (American Conference of Governmental Industrial Hygienists [ACGIH]) A2 Suspected human carcinogen (ACGIH) ' SK Exposure increased by skin contact Washington Industrial Safety and Health Act (WISHA) CA Cancer Hazard (Washington Administrative Code [WAC] 296-62-07347) (1) Polynuclear aromatic hydrocarbons; threshold limit value (TLV) for coal tar pitch volatiles (WISHA) ' (2) Polychlorinated biphenyls; TLV for chlorodiphenyls (54 percent chlorine) (WISHA) (3) Permissible exposure limit (PEL) for lead, inorganic dusts and fumes, as Pb (WAC 296-62-07521) (4) TLV for chromium (VI) compounds, as Cr, certain water insolubles (WISHA) ' (5) PEL for inorganic arsenic, as As (WAC 296-62-07347) (6) TLV for nickel metal (WISHA) (7) TLV for cadmium and compounds as Cd (WISHA) Assumes extremely heavy dust conditions of 30 mg/m3. Figures in this column with values greater than those in the second column (maximum soil concentration) do not represent a potential hazard to site workers by inhalation in dusty conditions. 01100-03 i D. Summary of Toxicity Information Related to Site Contaminants ' 1. Polycyclic Aromatic Hydrocarbons (PAHs): PAHs have been discovered in site soils in concentrations ranging from less than 0.01 up to 1,100 mg/kg. Human evidence exists that workers exposed to PAHs in industrial situations suffer a ' greater than expected rate of lung and kidney cancer. There are also animal studies which indicate the same types of tumors are caused by PAHs. The i recommended TLV for PAHs (as coal tar pitch volatiles) is set at 0.2 mg/m3, and it is also listed as a recognized human carcinogen. Potential exposure to PAHs is indicated by airborne particulates (dust) to which PAHs adhere. (PID measurements do not provide an accurate indication of ' airborne PAHs.) In extremely dusty conditions, air concentrations of up to 30 mg/m3 of dust are possible. At that dust concentration, PAH levels in soil of 6,667 mg/m3 or greater would be necessary to exceed the TLV. Since this figure is greater than 1,100 mg/m3 (the maximum PAH concentration discovered on the site), risk is small. If no visible dust is present (dust does not exceed 10 mg/m) then the TLV for PAHs will probably not be exceeded. Since PAHs are ' considered carcinogenic, exposure by all routes should be minimized. i 2. Polychlorinated Biphenyls (PCBs): Prolonged skin contact with PCBs may cause acne-like symptoms, known as chloracne. Irritation to eyes, nose, and throat may also occur. Acute and chronic exposure can cause liver damage, and symptoms i of edema, jaundice, anorexia, nausea, abdominal pains, and fatigue. If pregnant women accidentally ingest PCBs, stillbirth or infant skin and eye problems may occur. PCBs are a suspect carcinogen. The Permissible Exposure Limit on an 8- hour Time Weighted Average (PEL-TWA) for PCBs with 54 percent chlorine content is 0.5 milligrams per cubic meter (mg/m3), while the PEL-TWA for PCBs ' with 42 percent chlorine is 1 mg/m3. Skin exposure may contribute significantly to uptake of these chemicals, and therefore all skin exposure should be strictly avoided. ' 3. Hydrocarbons: Many of the volatile components of Phydrocarbons, petroleum such as are found in fuel oil and lacquer thinners, have similar health effects. ' Vapors may cause irritation of the eyes, nose, and throat. Repeated skin contact may dry and defat the skin, leading to dermatitis. Skin contact may also lead to ' dermal absorption, allowing entry of the chemicals into the body. Hydrocarbons may cause irritation if splashed in the eyes, and repeated exposure to high vapor concentrations may cause eye damage. 1 ' 01100-04 1 ' Acute exposure to vapors may cause central nervous system depression and minor reversible effects on other body organs, such as the liver and kidneys. ' There is no single PEL for petroleum hydrocarbons. 4. Arsenic: Trivalent arsenic compounds are corrosive to the skin, particularly on ' prolonged contact. The mucous membranes (eyes, ears, nose, mouth, and respiratory mucosa) are subject to irritation from arsenic dust. The wrists and ' genitalia are other sites of dermatitis if hygiene is poor. Arsenic trioxide and pentoside are capable of causing skin sensitization and contact dermatitis. Arsenic has been cited as a possible cause of skin cancer. Inhalation of low levels of arsenic is characterized by progressive symptoms of: ' ► Weakness, loss of appetite, nausea, vomiting, heaviness of stomach, and diarrhea; ► Conjunctivitis, symptoms of mucous membranes and respiratory system, perforation of the nasal septum, and skin lesions; and ' ► Symptoms of peripheral nerve damage in hands and feet, later paralysis, and possible liver damage. ' Arsenic may also cause lung and skin cancer. Washington State has established a PEL of 0.01 mg/m3 for arsenic. 5. Chromium: Chromium metal and insoluble chromium salts can affect the body if inhaled or swallowed. Ferrochrome alloys have been associated with lung disease ' in humans. Certain forms of hexavalent [chromium (VI)] compounds have been found to cause increased respiratory cancer among workers. Unless it can be ' demonstrated that no chromium (VI) compounds are present, chromium should be treated as a carcinogen. The PEL for total chromium is 0.5 mg/m3; it is 0.05 mg/m3 for chromium (VI) compounds. ' 6. Lead: Inorganic lead and its compounds (excluding lead arsenate can cause a g P ( g ) ' disease known as lead poisoning. This disease is hard to diagnose, but may include symptoms of decreased physical fitness, fatigue, sleep disturbances, headaches, aching bones and muscle, digestive symptoms (constipation), abdominal pains, and decreased appetite. These symptoms are reversible and complete recovery is possible. 01100-05 Severe exposure could cause anemia, pallor, a "lead-line" on the gums, and decreased hand-grip strength. Nerve damage may occur, with symptoms such as ' "wrist-drop." These symptoms may be irreversible. Further damage can occur to the nervous symptoms and the kidneys. The PEL for lead is 0.05 mg/m3. 7. Cellosolve: Cellosolve is a trade name for ethylene glycol monoethyl ether, or 2- ethoxyethanol. Cellosolve is mildly irritating to the skin. Vapor may cause conjunctivitis and upper respiratory tract irritation. Temporary corneal clouding may also result. Acute exposure could result in unconsciousness, pulmonary edema, and severe liver and kidney damage. Some glycol ethers have recently been implicated as potential reproductive hazards, such as reduction of male and female reproductive capacity, and birth defects. The PEL for 2-ethoxyethanol is 19 mg/m3, or 5 parts per million (ppm). 1.03 POTENTIAL PHYSICAL HAZARDS ' A. The PACCAR site currently has three operations on site at the office Building 1, Building 17, and the R & D building (See HC Plan Sheet 1). Other construction and demolition activities may take place during the duration of this contract. The CONTRACTOR will be informed if other activities are subsequently planned. Existing and construction-generated physical hazards such as pits, debris, and ' construction activities may possibly cause safety-related concerns. Precautions to prevent construction-related hazards shall be addressed in the CONTRACTOR's Health and Safety Plan. ' B. The risk of fire due to site contaminants or construction activities is low, due to the absence of bulk fuel storage or combustible materials. Precautions to prevent ' fire shall be addressed in the CONTRACTOR's Health and Safety Plan. C. Use of impermeable protective clothing (tyvek suits, gloves, etc.) presents a high risk of heat stress. The use of these garments may reduce the ability of the body to cool off due to evaporation reduction. Precautions to prevent heat stress shall be addressed in the CONTRACTOR's Health and Safety Plan. ' D. Not' PACCAR if unknown underground storage tanks Notify gr g , barrels, or other ' chemical containers are found. Stop work in the vicinity of the unknown container. Provide PACCAR with a remediation plan for the unknown container. Continue work only after approval of remediation plan by PACCAR. ' 01100-06 1.04 PROJECT SAFETY COORDINATOR A. The CONTRACTOR shall retain an industrial hygienist certified by the American Board of Industrial Hygiene or another health and safety professional, as the Project Safety Coordinator (PSC). The PSC shall have at least two years of experience in the development and implementation of site-specific safety plans for hazardous waste site operations. B. Submittal: A copy of the PSC's certification and resume listing relevant hazardous waste experience shall be submitted by the CONTRACTOR to the ENGINEER prior to commencement of site activities. This submittal is for documentation purposes only, not for approval or disapproval by the ENGINEER. i PART 2 - PRODUCTS ' 2.01 HEALTH AND SAFETY PLAN A. The CONTRACTOR's Project Safety Coordinator (PSC), in cooperation with the CONTRACTOR and subcontractors, as necessary, shall prepare a written site- specific Health and Safety Plan (H&SP) covering all site activities planned by the ' Contractor. ' B. The H&SP shall evaluate chemical and physical hazards anticipated on site, and detail specific control measures to be used to maintain safety and health. The H&SP shall include safety procedures which shall be followed by all employees of ' the CONTRACTOR and subcontractors during any potentially hazardous site activities. ' C. Specific sections [and required sub-topics] of the plan shall include, but not necessarily be limited to, the following: ' 1. Emergency procedures [emergency contacts and phone numbers; route to the nearest hospital; and procedures for first aid and emergency rdecontamination]; 2. Assignment of health and safety responsibilities on the job site [responsibility for ensuring adherence to the H&SP; performing safety recordkeeping; and verifying that medical monitoring and training has been performed]; r 01100-07 ' 3. Evaluation of the chemical and physical hazards anticipated on site [separately evaluated for each major task or job step anticipated under this ' contract]; 4. Air monitoring procedures [type(s) of direct-reading instrument(s) to be used ' to provide immediate feedback on site airborne contaminant levels; site action levels of airborne contaminants (volatile organic hydrocarbons and total dusts) to determine additional worker protection measures; and types and quantities of additional air samples to be taken to document employee exposure levels to specific contaminants during site activities]; ' 5. Protection measures for specific activities [specific protective gear to be used by site workers in each work zone, broken down by each specific major task ' or job step anticipated under this contract]; 6. Site control measures [description of the site work zones (exclusion zone, contamination reduction zone, support zone); site security; warning signs and barricades; and control of fugitive dust emissions]; 7. Special work requirements [special handling or safety Precautions for ' contractor-introduced chemicals or equipment]; 8. Medical surveillance requirements [identification of individuals requiring ' medical monitoring; content of occupational health examination, per WAC 296-62-300; special medical tests to be performed for uptake of lead and arsenic; provider of emergency occupational exposure evaluation; and methods for employees to request special exams or consultation with a physician]; ' 9. Training requirements [per WAC 296-62-300, identification of individuals who have or will need 80, 40, or 24 hours of basic training; identification of supervisors who have or will need 8 hours of supervisor training; and procedures for verifying on-the-job, supervised training]; 10. Decontamination [methods for decontamination of contaminated personnel and contaminated equipment; and disposal procedures for contaminated wash ' water and clothing generated during site activities]; and 11. Recordkeeping [description of types of records to be kept, including but not ' limited to certificates of basic training and medical surveillance, daily logs of 01100-08 workers and visitors present at the site, attendance lists for those attending site-specific safety sessions, accident reports, air monitoring results, and ' signature of employees who have read the H&SP, indicating their reading and understanding of the H&SP]. ' D. Amendments to the CONTRACTOR's H&SP shall be made as necessary by the CONTRACTOR's PSC to include special work practices warranted by site ' conditions actually encountered. Special practices could include additional provisions for decontamination of personnel and equipment, and the use of any special equipment not covered in the initial plan. All individuals affected by such changes to the H&SP shall be informed of the nature of the changes prior to performing relevant work activities. iE. Submittal: The CONTRACTOR's H&SP shall be submitted to the ENGINEER prior to initiation of site activities by the Contractor. This submittal is for documentation purposes only, not for approval or disapproval by the ENGINEER. However, the ENGINEER shall not permit site activities to begin unless a copy of the H&SP has been submitted to them. F. Submittal: Amendments to the CONTRACTOR's H&SP shall be submitted to ' the ENGINEER prior to initiation of activities influenced by the changes. This submittal is for documentation purposes only, not for approval or disapproval by the ENGINEER. 2.02 SITE-SPECIFIC TRAINING PROGRAM A. The CONTRACTOR's PSC shall develop a site-specific training program intended for all employees working within the site. This program will include a ' course outline, handout materials, and visual materials (such as overhead transparencies or slides). B. The site-specific training program shall consist of two parts: 1. The first part (approximately 1 hour duration) shall be presented to all site ' employees prior to working at the site, whether working in the contaminated areas or not. This will cover the general content of the H&SP, as outlined ' above. 2. The second part (a minimum of 1 hour duration) will be for all workers who will perform activities in the exclusion zones or decontamination reduction ' 01100-09 ' zones. This program will cover in greater depth the specific elements of the H&SP related to performance of work with contaminated materials, tspecifically: Emergency Procedures ' Evaluation of the Hazards Air Monitoring Procedures Protection Measures for Specific Activities Site Control Measures Special Work Requirements ' Decontamination C. Submittal: The CONTRACTOR shall present a written copy of both Part 1 and ' Part 2 of the site-specific training program to the ENGINEER prior to initiation of instruction. This submittal shall consist of the instructor's name and credentials ' (if not the PSC), a detailed training program outline, any intended handout materials, and copies of any intended overhead transparencies or text slide materials. This submittal is for documentation purposes only, not for approval or ' disapproval by the ENGINEER. D. Submittal: The CONTRACTOR shall invite the ENGINEER's representatives to ' attend a regular presentation of the training program. At least 2 (two) work days notice of the time, date, and location of the session(s) will be required. The ' ENGINEER may be so notified by fax or letter prior to the session. The ENGINEER will not be charged by the CONTRACTOR for his representatives' attendance. ' PART 3. EXECUTION ' 3.01 HEALTH AND SAFETY PLAN ' A. The CONTRACTOR shall not commence any site activities until the H&SP, as described above, is prepared and documentation, as described above, is submitted to the ENGINEER. Start of work delays caused by CONTRACTOR's failure to ' submit the H&SP will be at his expense and will not extend the Contract Schedule (See Section 00150). ' B. A copy of the CONTRACTOR's Health and Safety Plan shall be posted in a prominent location at the job site, and all site employees shall read a copy of the H&SP. ' 01100-10 1 iC. All individuals expected to work on this site shall sign a statement that they have read and understood the CONTRACTOR's H&SP. iD. Submittal: Copies of required certificates of basic health and safety training and documentation of medical surveillance per WAC-296-62-300 for all individuals iexpected to work on this site shall be submitted to the ENGINEER prior to commencement of site activities. Start of work delays caused by the CONTRACTOR's failure to submit this documentation will be at his expense and i will not extend the contract schedule (see Section 00150). i E. Submittal: Copies of all site health and safety records, as specified in the H&SP, and as detailed in Part 2, above, shall be submitted to the ENGINEER at the close of the project. Final payment to the CONTRACTOR will be withheld until iall relevant health and safety records have been delivered to the ENGINEER. i 3.02 SITE-SPECIFIC TRAINING PROGRAM A. The CONTRACTOR shall not commence any site activities until the site-specific i training, as described above, is prepared and documentation, as described above, is submitted to the ENGINEER. Site activities shall not begin until the site- specific training is completed. 1 . B. Only individuals who have successfully completed all parts of the site-specific i training program will be allowed to enter the exclusion zones and contamination reduction zones of the site to perform work. iC. All individuals expected to work on this site will sign an attendance form indicating that they have attended the CONTRACTOR's site-specific health and isafety training. D. Submittal: The CONTRACTOR shall submit site-specific training attendance i forms to the ENGINEER prior to commencement of site activities. Start of work delays caused by CONTRACTOR's failure to submit documentation of site- specific training will be at his expense and will not extent the Contract Schedule i (see Section 00150). *** END OF SECTION 01100 *** 1 i01100-11 i ' *** SECTION 01200 - PROJECT MEETINGS *** PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pre-construction meeting ' B. Weekly meetings ' 1.02 RELATED SECTIONS 00150 Schedule PART 2 - PRODUCTS ' (Not Applicable) PART 3 - EXECUTION ' A. The CONTRACTOR shall attend a pre-construction meeting. Meeting shall be held within 7 days after Notice-to-Proceed. The construction schedule shall be submitted prior to or at this meeting. B. Weekly project meetings will be held on site each Thursday, 9:00 a.m., among the CONTRACTOR, PACCAR, and the ENGINEER. Representatives of the ' Washington State Department of Ecology, City of Renton, or METRO may also be present. *** END OF SECTION 01200 *** 01200-01 1 *** SECTION 01300 - SUBMITTALS *** PART 1 - GENERAL 1.01 SECTION INCLUDES A. Submittal Procedures ' B. Construction Schedule C. CONTRACTOR Daily and Weekly Reports D. Proposed Products List ' E. Product Data F. Samples G. CONTRACTOR Health and Safety Documents H. Spill Prevention, Control, and Countermeasure (SPCC) Plan I. Contractor Work Plan J. Contract Completion 1.02 RELATED SECTIONS 01100 Health and Safety Requirements 01500 Temporary Facilities 01560 Environmental Protection 01700 Project Closeout ' DIVISION 2A - SITE WORK FOR PCB REMEDIATION DIVISION 2B - SITE WORK FOR WEST PARKING LOT ' 1.03 SUBMITTAL PROCEDURES ' A. Transmit required submittals to PACCAR by deadline specified for each submittal. B. Sequentially number each submittal (Revisions to previous submittal shall have same submittal number and also have revision number and date). ' C. Work shall not commence on work specified by submittal until approval given on submittal by PACCAR and/or ENGINEER. ' 1.04 CONSTRUCTION SCHEDULE ' A. Submit construction schedule within 7 days after Notice to Proceed. 01300-01 ' B. Revise and resubmit after PACCAR review, and during progress of work, if required. ' C. Construction schedule shall include: ' P. Bar chart with separate lines for each major activity; ► Start and completion dates for each activity; and ' ► Submittal dates for other submittals as required below. 1.05 CONTRACTOR DAILY AND WEEKLY REPORTS ' A. Daily Reports shall be prepared b the CONTRACTOR noting: P P Y g ► Copies of trip tickets for material taken off site or brought on site by CONTRACTOR; ' ► Copies of all disposal manifests, waste profiles, and record of fee payments for off-site hazardous waste disposal; ► Equipment and personnel on site (by name) for each work area; ' ► Activities conducted that day; and ► Scope of Work conducted that are outside lump sum portion of this contract. ' Daily reports shall be submitted to PACCAR by 9:00 a.m. on the subsequent work day. B. Weekly reports shall be prepared by the CONTRACTOR noting: ' ► Summary of work completed that week; ► Work planned for the following week; ► Updated and revised construction schedule; and ► Scope of Work conducted that week and quantities that are outside lump sum portion of this contract. Weekly reports shall address the above-mentioned items for the period of the preceding Friday through Wednesday and be submitted by 9:00 a.m. on Thursday ' at the weekly project meeting. ' 01300-02 ' 1.06 CONTRACTOR'S CHANGE ORDERS ' Field Change Orders prepared by the CONTRACTOR shall be submitted to PACCAR noting: ► Proposed Scope of Work to be conducted outside the lump sum portion of this contract, including type of work, location, quantities, dates, and times. ' CONTRACTOR shall not start change order work prior to receiving written approval from PACCAR. 1.07 PROPOSED PRODUCTS LIST AND DATA A. Submit list of major products proposed for construction with name of manufacturer or supplier and requisite description or documentation indicating compliance with technical specifications. B. The product list below is a summary; additional product data may be required by ' PACCAR or the ENGINEER or within the technical specifications of this work. ' Product List Import Soil Backfill ' Reinforced Plastic Sheeting Geotextile Sandbags ' Rigid Pipe Flexible Pipe 1 Hose Temporary Wastewater Holding Tanks Pumps ' Flowmeter 1.08 SAMPLES A. Submit samples as listed below for PACCAR review or independent testing. ' B. Samples shall be submitted after approval of product list and at least 14 days prior to use on site. No product given in the below sample list shall be acquired ' 01300-03 for use on site or used on site until PACCAR approval of the submitted sample is given. ' C. Sample list: tImport Soil Backfill Reinforced Plastic Sheeting Sandbags Geotextile ' 1.09 RECORDS Upon request of PACCAR and the Washington State Department of Ecology (Ecology), the CONTRACTOR shall make all non-privileged, non-archived records available to PACCAR and Ecology, and allow access for review. All non- privileged, archived records shall be made available to PACCAR and Ecology within a reasonable period of time. PACCAR and Ecology agree, to the extent permitted by law, to maintain the confidentiality of any proprietary information requested. 1.09 CONTRACTOR HEALTH AND SAFETY A. Per specification Section 01100, the CONTRACTOR is required to provide the ' following submittals (refer to Section 01100 for details): ► CONTRACTOR's Health and Safety Plan (with amendments as necessary); ' ► CONTRACTOR's Health and Safety training program with notification of time, date, and location; and ' P. Health and Safety documentation, basic training certificates, and site-specific training attendance forms. ' 1.10 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN ' Per specification of Section 01560, the CONTRACTOR shall provide an SPCC Plan (refer to Section 01560 for details). ' 1.11 CONTRACTOR WORK PLAN 1 Per specification 01400, Contractor shall provide a Work Plan. ' 01300-04 1 1 1.12 CONTRACT COMPLETION 1 A. The CONTRACTOR shall be required to submit documentation of completion of punchlist items provided to him by PACCAR or ENGINEER. Final contract payment will occur after receipt and agreement on completion of punchlist items 1 by PACCAR or ENGINEER. 1 *** END OF SECTION 01300 *** 1 1 i i 1 1 1 1 i 1 1 1 ' 01300-05 ' *** SECTION 01400 - QUALITY CONTROL *** ' PART 1 - GENERAL 1.01 PURPOSE ' A. This section describes the general quality control requirements for this work. B. This section specifies minimum requirements for the CONTRACTOR's Work Plan related to site activities. PART 2 - PRODUCTS r 2.01 WORK PLAN A. The CONTRACTOR shall prepare a written site-specific Work Plan covering all site activities planned by the CONTRACTOR, including excavation, backfilling, ' drying, stockpiling, tank cleaning, water disposal, and sludge disposal. B. The Work Plan shall describe the specific pieces of equipment and number and role of personnel the CONTRACTOR will use to complete this work. It shall demonstrate how these equipment and personnel will meet the schedule specified ' in Section 00150. It shall indicate the quantities of material to be excavated, hauled, dried, and stockpiled each day. PART 3 - EXECUTION ' 3.01 GENERAL QUALITY OF WORK A. The entire work shall be done in accordance with these plans and technical specifications. B. All materials supplied for this project shall be of new manufacture, conforming to ' the standards set forth in these specifications, free from defects in workmanship or material, and intended by the manufacturer for the planned use. The CONTRACTOR shall follow manufacturer's instructions for product use and installation. 01400-01 C. PACCAR or the ENGINEER will inspect the workmanship and materials furnished and delivered and is empowered to reject and refuse all labor, ' materials, methods of application, or any part thereof which does not comply in kind or quality with the plans and specifications. ' D. The CONTRACTOR's work may be inspected by representatives of the Washington State Department of Ecology, the City of Renton, and METRO. ' 3.02 CONTRACTOR WORK PLAN A. The CONTRACTOR shall not commence any site activities until the Work Plan is submitted and approved by PACCAR. Start of work delays caused by CONTRACTOR's failure to submit the Work Plan will be at his expense and will ' not extend the Contract Schedule (See Section 00150). B. A copy of the Work Plan shall be posted in a prominent location at the job site, and all site employees shall read a copy of the Work Plan. *** END OF SECTION 01400 *** 01400-02 ' *** SECTION 01500 - TEMPORARY FACILITIES *** ' PART 1 - GENERAL 1.01 SECTION INCLUDES A. Description of temporary facilities including CONTRACTOR office, sanitary ' facilities, and truck and oversize debris wash area. 1.02 RELATED SECTIONS t01100 Health and Safety Requirements 02100A PCB Site Preparation PART 2 - PRODUCTS (Not Applicable) ' PART 3 - EXECUTION ' 3.01 CONTRACTOR OFFICE AND SANITARY FACILITIES A. The locations of the CONTRACTOR office, sanitary facilities, and temporary ' parking are shown on HC Plan Sheet 1. Prepare these areas by grading and backfilling to provide a firm, level area for CONTRACTOR's temporary facilities. Use imported soil backfill as specified in Section 02223A. CONTRACTOR shall ' provide a minimum of one phone and one fax on separate lines. B. The CONTRACTOR shall provide his office and sanitary facilities. Sanitary facilities shall be as defined by the CONTRACTOR's Health and Safety Plan and other applicable requirements and regulations. Portable toilets shall be available for CONTRACTOR, ENGINEER, and PACCAR use. C. PACCAR will provide access to 110v electrical supply and domestic water for the ' CONTRACTOR's office and sanitary facilities only. The CONTRACTOR is responsible for hook-ups to electrical and water utilities. ' D. The CONTRACTOR shall allow use of his office and sanitary facilities, including personal decontamination areas by PACCAR, the ENGINEER, and site visitors. ' 01500-01 ' 3.02 WATER SUPPLY FOR PCB TRUCK WASH A. The CONTRACTOR is responsible for providing water to the temporary PCB truck wash area from the City of Renton hydrant at the R & D Building as specified in Section 02100A. 3.03 OTHER ' A. The CONTRACTOR is responsible for providing temporary electrical supply to areas other than his office area. B. The CONTRACTOR is responsible for all trash collection and disposal for trash generated by his operations. ' *** END OF SECTION 01500 *** 1 ' 01500-02 *** SECTION 01550 - PERMITS *** ' PART 1 - GENERAL 1.01 GRADING PERMIT ' PACCAR will obtain the required grading and fill permit from the Cityof Renton. 1.02 TEMPORARY WASTEWATER DISCHARGE PERMIT ' PACCAR will obtain the required sewer discharge permit from METRO. ' 1.03 UTILITY PERMITS ' PACCAR will obtain the required utility permits for the West Parking Lot, Houser Storm Sewer Bypass, and South Site Storm Sewer Intercept work. ' 1.04 DEMOLITION PERMITS PACCAR will obtain the required demolition permits for this work. 1.05 HAULING PERMITS ' The CONTRACTOR shall obtain all required hauling permits as specified in Section 02220A and Section 02220B. ' 1.06 HYDRANT PERMIT ' The CONTRACTOR shall obtain the required permit for temporary use of hydrants from the City of Renton. 1 *** END OF SECTION 01550 *** ' 01550-01 ' *** SECTION 01560 - ENVIRONMENTAL PROTECTION *** ' PART 1 - GENE RAL 1.01 SECTION INCLUDES A. Description of required environmental protection for the control of: ' ► Dust; ► Soil erosion; ' ► On-site spills from CONTRACTOR activities; ► Materials in abandoned diesel utility lines; ► Soil adhering to construction equipment leaving site; ' ► Protection of monitoring wells; and ► Abandonment of monitoring wells. ' B. Emergency Response Plan 1.02 RELATED SECTIONS ' 01500 Temporary Facilities PART 2 - PRODUCTS 2.01 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN ' A. The CONTRACTOR shall develop a plan for Spill Prevention Control and P P > ' Countermeasure (SPCC) and submit for approval prior to start of work to PACCAR's on-site representative. ' The plan shall include: 1. A listing of all vehicles, materials, equipment, and personnel to be used in the ' event of a spill of contaminated soil, petroleum product, or water. ' 2. The emergency SPCC plan shall encompass all steps the CONTRACTOR will take in the event of a spill or other emergency. 1 ' 01560-01 B. The CONTRACTOR shall provide as a minimum the following spill response materials: ' 1. Absorbent pads, booms, or other appropriate response materials. ' 2. Drums for storage of soil, petroleum product, water, or absorbent materials. ' 3. Pumps and skimmers for pumping water and petroleum product. PART 3 - EXECUTION 3.01 DUST CONTROL ' A. Prevent all fugitive emissions of soil or drying agent during excavation, stockpiling, hauling, or drying of PCB soil and sediment. No visible dust will be allowed. ' B. Provide water truck for spraying excavations, haul roads, and graded areas to prevent visible dust at all times. Spraying may be necessary in evenings and ' weekends even if CONTRACTOR is not working, as directed by PACCAR. Do not use water for control of dust emissions from drying of PCB soil and sediment. ' C. CONTRACTOR shall provide water for water trucks at the City of Renton hydrant at the R & D Building. ' 3.02 SOIL EROSION ' A. Control soil erosion due to precipitation runoff or run-on from excavations, stockpiles, graded areas, or other soil areas exposed or disturbed by ' CONTRACTOR activities. Use berms, surface water control, temporary visqueen covers, or other means to control soil erosion. ' B. CONTRACTOR shall control soil erosion as specified in Soil Erosion Notes on BR&H Plan Sheet 5. ' C. CONTRACTOR shall control soil erosion in accordance with the Erosion Control Plans' addendums to these specifications. ' 01560-02 ' 3.03 CONTROL OF PETROLEUM HYDROCARBONS IN EXISTING UTILITIES ' A. An existing subsurface network of abandoned petroleum hydrocarbon pipelines (including diesel fuel) exists at the site. Abandoned petroleum hydrocarbon pipelines are NOT anticipated to be encountered during this work. However, ' The CONTRACTOR shall be prepared to control any spills resulting from excavating pipelines with remaining petroleum hydrocarbon product, and remove product remaining in the pipelines. This product shall be placed in drums or other containers approved by PACCAR, for disposal by PACCAR. ' B. The CONTRACTOR shall use procedures and products listed below in Paragraph 3.04 of this section. ' C. The CONTRACTOR shall clean any pipeline contaminated with petroleum hydrocarbons and dispose of or recycle as directed by PACCAR. ' 3.04 CONTROL OF SPILLS FROM CONTRACTOR ACTIVITIES ' A. The CONTRACTOR is responsible for control and cleanup of soil, water, or other material resulting from spills, accidents, or other events during this work ' that are not associated with existing site conditions. All work associated with the above shall be at the CONTRACTOR's expense. ' B. The CONTRACTOR shall follow his plan for Spill Prevention, Control, and Countermeasure (SPCC) and submit for approval prior to start of work. ' C. To the degree possible, the CONTRACTOR shall segregate contaminated soil, petroleum product, and water, in accordance with approved SPCC plan. ' 3.05 CONSTRUCTION EQUIPMENT WASHING A. All construction equipment that has operated on the site (including all trucks, drying equipment, and vehicles) shall be washed to remove soil adhering to the equipment prior to leaving the site. B. All washing shall be done at the truck washing areas (see related Sections 01500 ' and 02100A). 01560-03 tC. All wash water and soil resulting from washing of equipment used in PCB work shall be controlled, collected, and properly disposed of with approval of the ' PACCAR or the ENGINEER. 3.06 PROTECTION OF MONITORING WELLS CONTRACTOR shall avoid damage to monitoring wells at the site as shown on HC ' Plan Sheets. Wells damaged by CONTRACTOR shall be repaired or replaced, to meet or exceed original conditions, at CONTRACTOR's expense by licensed well contractor approved by PACCAR. Plans for repair or replacement shall be approved by the ENGINEER prior to repair or replacement. 3.07 ENVIRONMENTAL EMERGENCY NOTIFICATION A. For environmental emergencies not covered by other sections of this specification or CONTRACTOR health and safety plan, the CONTRACTOR shall stop work and immediately notify: ' ► PACCAR on-site representative: Mr. Claus Hackenberger Phone: 954-4796 Fax: 251-7890 ' ► ENGINEER's on-site representative ► PACCAR corporate environmental contact: ' Mr. Bob Butler ' Phone: 455-7435 Fax: 453-4900 ' or, only if none of the above are available: ► City of Renton Fire Department - 911 ► Washington State Department of Ecology Mr. David South Phone: 649-7200 Fax: 649-7908 ' *** END OF SECTION 01560 *** 01560-04 *** SECTION 01700 - PROJECT CLOSEOUT *** PART 1 - GENERAL 1.01 SECTION INCLUDES A. Closeout procedures ' B. Final cleaning PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION i3.01 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for PACCAR's and the ENGINEER's inspection. B. Provide submittals to ENGINEER and PACCAR that are required by this specification or by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. ' 3.02 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean all site areas used by CONTRACTOR; sweep paved areas used by CONTRACTOR. Sweepings shall be hauled to a location(s) designated by PACCAR or the ENGINEER. ' C. Wash at the truck wash area all construction equipment used for excavating, hauling, grading, compacting, or other subsurface work prior to leaving site. 01700-01 1 ' D. Wash and triple rinse with clean water temporary wastewater holding tanks and all non-disposable materials and equipment which were in contact with ' wastewater. Clean out and dispose of tank sludge per Sections 02224A - PCB Dewatering and 02224B - West Parking Lot Dewatering. ' E. Remove and properly dispose of all waste and surplus materials, rubbish, and temporary construction facilities from the site. *** END OF SECTION 01700 *** whsp.spc 1 1 1 ' 01700-02 DIVISION 2A - SITE WORK FOR PCB REMEDIATION t *** SECTION 02100A - PCB SITE PREPARATION *** PART 1 - GENERAL ' 1.01 SECTION INCLUDES ' A. Clearing and grubbing ' B. Preparation of haul route C. Construction of soil berms in PCB Soil excavation area D. Construction of truck wash ' E. Pumping of surface water from drainage ditch and pond ' 1.02 RELATED SECTIONS 01560 Environmental Protection ' 02223A PCB Backfilling 02224A PCB Dewatering ' PART 2 - PRODUCTS ' 2.01 HAUL ROUTE ' A. Provide imported soil backfill for fill areas (acceptable imported soil backfill is specified in Section 02223A). 2.02 BERMS AND BERM TRUCK RAMPS A. Use native soil from top one foot in the vicinity of the berms. Alternative: ' provide imported soil backfill, (acceptable imported soil backfill is specified in Section 02223A). ' 2.03 TRUCK WASH ' A. Provide Class "B" asphaltic concrete for truck wash base. 0210OA-01 1 ' B. Provide Portland cement concrete and concrete curbing for truck wash perimeter and truck wash ramps. Concrete for ramps shall be of sufficient ' strength to not fail under weight of loaded off-site haul trucks. C. Provide heavy gauge steel grate for truck wash ramps. Grate shall be of ' sufficient strength to not fail under weight of loaded off-site haul trucks. ' 2.04 RIGID PIPE, VALVES, AND FITTINGS Rigid pipe, valves, and fittings shall be Schedule 40 PVC. 2.05 FLEXIBLE PIPE ' Flexible pipe shall be Tigerflex Series W PVC multipurpose suction hose manufactured by Kurlyama of America, Inc., or equivalent. ' 2.06 HOSE ' Hose shall be Vinylflow PVC general purpose discharge hose manufactured by Kurlyama of America, Inc., or equivalent. ' 2.07 PUMPS t Pumps shall be 2-inch, gasoline powered, double-diaphragm pumps of sufficient capacity to prevent accumulation of water in excavations and convey water to the temporary wastewater holding tank. CONTRACTOR shall provide sufficient fuel supply to power simultaneous use of pumps at full capacity. The suction end of pumps used for pumping from excavations shall be fitted with flexible pipe and a ' manufactured basket strainer with 0.5-inch perforations. Pump specifications and performance data shall be submitted to PACCAR and ENGINEER for approval prior to shipment to the site. ' PART 3 - EXECUTION Water is available for CONTRACTOR's use at the fire hydrant located at the Research and Development Building (Hart Crowser Plan Sheet 2). CONTRACTOR is responsible ' for obtaining temporary hydrant use permit from the City of Renton. 1 ' 0210OA-02 1 3.01 CLEARING AND GRUBBING ' A. Remove all timber, rock, rubbish, debris, and vegetation (including shrubs) from the area within the limits of excavation and the stockpile, truck wash, and temporary wastewater disposal areas (as shown on HC Plan Sheets 2 ' and 3). Vegetation should be free of soil prior to transport and disposal. CONTRACTOR shall cut vegetation at top of soil. ' B. Dispose of off site in legal manner all cleared and grubbed materials. ' 3.02 PREPARATION OF HAUL ROUTE A. Prepare haul route by filling areas shown on HC Plan Sheet 3. Use imported soil backfill. 3.03 CONSTRUCTION OF SOIL BERMS AT PCB SOIL EXCAVATION AREA A. Construct berms in accordance with HC Plan Sheet 2. CONTRACTOR ' may elect to: ' 1. Construct berms by grading native soil from the top one foot of existing surface into berms, OR ' 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223A). ' Soil material used for the berms shall be approved by the ENGINEER prior to placement. ' B. Construct truck ramps over soil berms as shown on HC Plan Sheets 2. Care shall be taken to prevent damage to soil berm during placement and use of the ramps. Damage to ramps or berms by CONTRACTOR shall be repaired by CONTRACTOR. ' 3.04 CONSTRUCTION OF TRUCK WASHING FACILITY ' A. Construct truck washing facility as shown on HC Plan Sheet 3. 1. Place a minimum of 1 inch of asphaltic concrete with a minimum ' areal extent of 20 feet by 60 feet. ' 0210OA-03 t2. Place concrete curb on and at perimeter of asphalt described in 1. Concrete curb shall be a minimum of 12 inches in height, measured from the asphalt-concrete curb interface. 3. Provide a sealed interface of asphalt and curb. Truck wash shall be ' watertight. ' 4. Install a 24" x 24" x 12" watertight concrete sump within truck washing facility to facilitate dewatering. Ring the sump with straw bale material. Sump shall be installed at lowest elevation within ' truck wash, as shown on HC Plan Sheet 3. 5. Prior to first use of the truck wash, fill the truck wash with 3 inches ' (minimum) of clean water from the fire hydrant to check for leakage. ' 3.05 PUMPING OF SURFACE WATER FROM DRAINAGE DITCH AND POND ' Prior to beginning any excavation of contaminated soils or sediments, CONTRACTOR shall pump surface water from drainage ditch and pond, as follows: A. CONTRACTOR shall close the 36-inch concrete drain pipe and the 8-inch ' corrugated metal pipe which delivers water to pond, and the concrete drain pipe at the north end of the ditch (see HC Plan Sheet 2). Drain closures shall be watertight and readily removable so that the drain pipes can be reopened at the completion of the project. ' B. Excavate sump at north end of ditch as shown in HC Plan Sheet 2. C. Prior to beginning any excavation of contaminated soils or sediments, ' CONTRACTOR shall pump all water from pond and drainage ditch and sump to temporary wastewater holding tank shown on Hart Crowser Plan Sheet 3. (Operate temporary discharge area as specified in Section ' 02224A.) ' *** END SECTION 02100A *** 1 ' 02100A-04 ' *** SECTION 02220A - PCB EXCAVATION, HAULING, AND DISPOSAL *** ' PART 1 - GENERAL 1.01 SECTION INCLUDES A. Excavation of materials with polychlorinated biphenyl (PCB) residues or ' other organic compounds. B. Hauling of excavated materials to on-site stockpile and off site to an EPA- permitted hazardous waste landfill. ' C. Stockpiling of excavated materials. 1.02 RELATED SECTIONS 02223A PCB Backfilling 02224A PCB Dewatering 02282A PCB Stockpiling PART 2 - PRODUCTS 2.01 EXCAVATION A. Provide barricades and yellow "CAUTION' tape or temporary fencing for excavation area exclusion zone. ' B. Provide emergency imported soil backfill specified ecified in Section 02223A. g P 2.02 HAULING ' A. Provide DOT-approved bedliners, covers, and watertight gates for trucks or other closed containers for hauling soil off-site to hazardous waste landfill. 02220A-01 ' PART 3 - EXECUTION ' 3.01 EXCAVATION A. Place and maintain barricades with yellow "CAUTION" tape around entire ' perimeter of excavation and exclusion areas as shown on HC Plan Sheets 2 and 3. ' B. Prepare stockpile area as specified in Section 02282A. ' C. Construct temporary wastewater discharge area as specified in Section 02224A. iD. Excavation shall proceed as directed by PACCAR. Stage excavation and backfilling to avoid excess pumping of groundwater, per the PACCAR- ' approved CONTRACTOR's Work Plan specified in Section 01400. 1. Excavate the upper 1 foot of the PCB Soil Area within the limits ' shown on HC Plan Sheet 2. Stockpile this potentially non- contaminated material separately from other materials as specified ' in Section 02282A. Excavate the remaining soil in the PCB Soil Area to a depth of 8 feet to limits shown on HC Plan Sheet 2.- ' 2. Excavate PCB Sediment Area to a depth of 1 foot to limits shown on HC Plan Sheet 2. CONTRACTOR will encounter concrete dams and concrete ditch walls. Concrete shall be left in place. Scrape all loose sediment off of concrete surfaces which are in contact with excavated sediments. CONTRACTOR will encounter wood timbers. Timbers shall be stockpiled separately in the ' stockpile area shown on HC Plan Sheet 3. Timbers shall be disposed of with excavated sediment. Weirs that are damaged or ' removed in the course of the project shall be restored at the CONTRACTOR's expense. 3. The dimensions of excavation limits shown on HC Plan Sheet 2 are minimum dimensions at the depth indicated. ' 4. Maintenance of temporary sidewalls is the responsibility of the CONTRACTOR. The CONTRACTOR is responsible for sloping ' back excavations to protect adjacent buildings and utilities, and to ' 02220A-02 provide suitable platforms for construction equipment. It is not anticipated that personnel will enter excavations. 5. Terminate excavation at PACCAR or ENGINEER's direction even if less than specified limits. Such termination of excavation may ' occur if excavations encounter natural silt layer, show soil types not anticipated to be contaminated, debris, or unanticipated utilities that ' may make further excavation impractical or unnecessary, or other excavation conditions that warrant cessation of excavation. ' 6. Provide excavator with operator for sampling. Allow for periodic sampling of contents of excavator bucket by the ENGINEER. ' 7. At the direction of PACCAR or ENGINEER, excavate additional material beyond the extent of the specified limits. Allow a maximum of 72 hours between sampling and direction by PACCAR or ENGINEER. 8. At the direction of PACCAR or ENGINEER, backfill excavation areas as specified in Section 02223A. Allow a maximum of 72 hours ' between sampling and direction by PACCAR or ENGINEER. E. Remove and collect groundwater and surface water within excavations as directed by PACCAR and as specified in Section 02224A. F. Provide stockpile of imported soil backfill (50 cubic yards) on site during ' any excavation for emergency placement into excavation at the direction of PACCAR or the ENGINEER. Use imported soil backfill as specified in Section 02223A. 3.02 HAULING ' A. Provide all hauling and disposal permits, waste profiles (for dangerous waste only), manifests, and fees for PACCAR-approved disposal facilities. ' Manifests will be signed by PACCAR. ' B. Haul excavated materials to stockpile area. Temporarily stockpile materials as specified in Section 02282A. CONTRACTOR is responsible for prevention and cleanup of spills in accordance with the Spill Prevention, i02220A-03 1 ' Control, and Countermeasure Plan specified in Section 01560. Cleanup of spills will be at CONTRACTOR's expense. ' C. At the direction of PACCAR or ENGINEER, perform soil drying rying ' procedure as specified in Section 02514A. D. At completion of all excavation, drying, sampling, profiling, and manifesting ' of stockpile, haul PCB-contaminated materials from stockpile area to a PACCAR-approved TSD facility. These materials shall include soil and debris excavated from the PCB Soil area at a depth greater than 1 foot, ' sediment and debris excavated from the PCB Sediment area, and all reinforced plastic, booms and other absorbent materials, and disposable ' personal protective equipment which was in contact with PCB- contaminated material. E. Submit copies of all disposal manifests, waste profiles, and record of fee payments to PACCAR. ' F. All on-site and off-site hauling shall use prescribed haul routes and site access as shown on HC Plan Sheets 1 and 2. 1 *** END OF SECTION 02220A *** 1 t ' 02220A-04 ' *** SECTION 02223A - PCB BACKFILLING *** ' PART 1 - GENERAL ' 1.01 SECTION INCLUDES A. Placement of imported soil backfill into excavations. ' 1.02 RELATED SECTIONS 02100A PCB Site Preparation 02220A PCB Excavation, Hauling, and Disposal ' 1.03 REFERENCES ' A. ASTM D 422 - Particle Size Analyses of Soils 1.04 TESTS A. The ENGINEER will perform periodic particle-size analyses of imported ' soil backfill and in-place moisture-density testing of compacted backfill. 1.05 SAMPLES A. Submit samples of at least 20 pounds of proposed backfill materials to the ENGINEER in clearly labeled containers. Sample descriptions shall include type of backfill and supplier. ' B. Submit particle size analyses test results to the ENGINEER certifying that proposed backfill materials meet the requirements of this section. ' C. Both submittals shall be made at least 7 days prior to delivery of backfill to the site. No backfill shall be delivered prior to approval of the submittals. ' PART 2 - MATERIALS ' 2.01 GEOTEXTILE Geotextile shall be a non-woven, needle punched, polyester or polypropylene fabric with a minimum mass per unit area of 8 oz./square yard and a minimum ' 02223A-01 ' puncture strength (per ASTM D 4833) of 40 pounds. The properties of the geotextile shall be submitted to PACCAR and the ENGINEER for review prior to delivery of the geotextile to the site. ' 2.02 IMPORTED SOIL BACKFILL ' Imported soil backfill shall be a native granular material, free from weathered basalt or other weathered rock, concrete, asphalt, wood, bark, or other extraneous t material and chemical contamination, and shall meet the following gradation requirements: ' Sieve Size Percent Passing 2- 2 square 100 1/a" square 25 to 70* U.S. No. 40 40 max.* U.S. No. 200 5 max.* ' * based on minus 3/4-inch fraction ' All percentages are by dry weight. That portion of backfill retained on a 1/4-inch square sieve shall contain not more than 0.20 percent by weight of wood waste. ' PACCAR reserves the right to inspect the source of imported soil backfill. 2.03 USE OF EXCAVATED MATERIAL AS BACKFII.L ' After sampling and analysis, and with the approval of PACCAR, stockpiled soil P g Y PP kP ' excavated from the top 1 foot of the PCB Soil Area may be used as backfill or berm material. ' PART 3 - EXECUTION 3.01 BACKFILLING tAt the direction of PACCAR or ENGINEER, backfill excavation areas. Allow a ' maximum of 72 hours between sampling and direction by PACCAR or ENGINEER. ' A. At the direction of the ENGINEER or PACCAR, place geotextile in the pond and ditch. Geotextile shall cover the limits of pond and ditch 02223A-02 excavation shown in HC Plan Sheet 2. Provide a 2-foot minimum overlap at all edges of geotextile. B. Backfill PCB Sediment excavation area to the original ditch and pond grade within a tolerance of 0.5 foot. C. Backfill Temporary Sump area to match existing site grades within a tolerance of 0.2 foot and prevent surface water ponding. ' D. Backfill PCB Soil excavation area to match existing site grades within a tolerance of 0.2 foot and prevent surface water ponding. E. Employ a method of backfilling and compacting so as not to disturb or damage any remaining utilities. r F. Place and compact imported soil backfill in loose lifts not to exceed 12 inches. Upon approval by the ENGINEER, the contractor may deviate from the specified lift thickness if groundwater intrusion prevents compaction. ' G. Re-level surplus fill materials from site upon completion of backfill activities or, at CONTRACTOR's option, place all surplus materials at area designated by PACCAR. 3.02 FIELD QUALITY CONTROL A. The ENGINEER will perform laboratory and field tests to determine compliance of backfilling activities of this section. The CONTRACTOR is responsible for meeting the specifications of this section; all work required to provide compliance with these specifications shall be at the CONTRACTOR's expense. *** END OF SECTION 02223A *** 02223A-03 r ' *** SECTION 02224A - PCB DEWATERING *** PART 1 - GENERAL 1.01 SECTION INCLUDES ' A. Construction of temporary Ywastewater discharge area B. Removal of surface water and groundwater from excavations ' C. Removal of truck wash water D. Disposal of water 1.02 RELATED SECTIONS 00550 Bid Forms 01560 Environmental Protection PART 2 - PRODUCTS ' 2.01 TEMPORARY WASTEWATER HOLDING TANKS Tanks shall be clean, portable, open-top, steel tanks with a capacity of 500 barrels (21,000 gallons) by Baker Tank, Inc. Tanks shall be prefitted with all appurtenances shown on HC Plan Sheet 3, including one underflow and one overflow weir, discharge opening, and liquid level indicator. ' 2.02 RIGID PIPE, VALVES, AND FITTINGS Rigid pipe and fittings shall be Schedule 40 PVC. 2.03 FLEXIBLE PIPE ' Flexible pipe shall be Tigerflex Series W PVC multipurpose suction hose manufactured by Kurlyama of America, Inc., or equivalent. ' 02224A-01 ' 2.04 HOSE ' Hose shall be Vinylflow PVC general purpose discharge hose manufactured by Kurlyama of America, Inc., or equivalent. ' 2.05 PUMPS t A. Pumps used for pumping from excavation pits shall be gasoline powered, double-diaphragm pumps with sufficient capacity to prevent accumulation of groundwater and surface water in the excavation pits. The suction end ' of pumps used for pumping from excavations shall be fitted with flexible pipe and a manufactured basket strainer with 0.5-inch screened perforations. 1 B. Discharge pump used for pumping water from the temporary holding tank ' to the sanitary sewer manhole shall be gasoline powered, centrifugal pumps with sufficient capacity to discharge the volume of the temporary holding tank in less than 4 hours. ' C. CONTRACTOR shall provide sufficient fuel supply 1 for simultaneous use of ' pumps at full capacity during dewatering activities. D. Manufacturer's specifications and performance data for the pumps shall be ' submitted to PACCAR and ENGINEER for approval prior to shipment to the site. ' 2.06 FLOW METER ' Flow meter shall be an electronic flowmeter Endress+Hauser FTI 1942 DISCOMAG or equivalent, in conjunction with an indicator/totalizer Endress+Hauser 8190 Series or equivalent. Flowmeter and indicator/totalizer t shall be housed in a fog-tight enclosure with a window for reading indicator/totalizer. Contractor shall supply temporary electrical power for the flowmeter and indicator/totalizer. Manufacturers' specifications and performance ' data for the flowmeter, indicator totalizer, and power supply shall be submitted to PACCAR and ENGINEER for approval prior to shipment of the flowmeter and ' indicator/totalizer to the site. 1 ' 02224A-02 1 ' 2.07 REINFORCED PLASTIC SHEETING ' Reinforced plastic shall be a carbon-black nylon-reinforced polyethylene at least 6 mil in thickness, Reef Industries Griffolyn TX 1200. The CONTRACTOR shall provide sufficient quantity to line temporary wastewater discharge area shown on ' HC Plan Sheet 3 with one piece. All seams shall be factory heat-bonded seams. ' 2.08 SANDBAGS Sandbags shall be woven, sunlight-resistant nylon or equivalent bags filled with ' sand and tied closed. Sandbags shall be suitable for frequent handling and all- season use. ' 2.09 BERMS Use native soil from top one foot in the vicinity of the berms. Alternative: provide imported soil backfill for berms (acceptable imported soil backfill is specified in Section 02223A). ' 2.10 OILrABSORBENT BOOMS ' Provide floating, oil absorbent booms and/or pads, 3M Brand Powersorb (TM), or equivalent. Each boom shall be a minimum of 10 feet in length and 6 inches in ' diameter. PART 3 - EXECUTION 3.01 CONSTRUCTION OF TEMPORARY WASTEWATER DISCHARGE AREA ' Construction of temporary wastewater discharge area shall be completed prior to start of excavation. ' A. Grade area within the limits of the bermed area shown on HC Plan Sheet 3 so that the area has no slope greater that 0.5 percent. B. Construct berms in accordance with the HC Plan Sheet 3. Leave one of the ' sides temporarily unbermed to allow placement of wastewater holding tank. Complete construction of this berm after wastewater holding tank is in place. CONTRACTOR may elect to: ' 02224A-03 1 ' 1. Construct berms by grading native soil from the top one foot of existing surface into berms, OR ' 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223A). Soil material used for the berms shall be approved by the ENGINEER ' prior to placement. C. Temporary wastewater discharge area and berms shall be lined with reinforced plastic prior to placement of the wastewater holding tank installation of pipe, fittings, pump, and level controls. Place berm soil over ' the perimeter of the plastic to secure plastic, as shown on HC Plan Sheet 3. Use sufficient sandbags on the plastic surface to prevent displacement of the plastic by wind action. Maintain excess reinforced plastic in orderly ' rolls secured by sandbags. Maintenance of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the reinforced plastic caused by shipping, handling, ' installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. ' D. Place wastewater holding tank as shown on HC Plan Sheet 3. ' E. Assemble pipe, valves, fittings, pump, and flow meter as shown on HC Plan Sheet 3. Use fittings required to maintain watertight flow from tank to sewer pipe. CONTRACTOR shall provide temporary power for pump and ' flow meter. F. Prior to connecting the suction end of the flexible pipe to the tank, test the assembly using clean water from the fire hydrant. In the presence of the ENGINEER, continuously pump, meter, and discharge between 100 and ' 200 gallons of clean water with all mechanical and electrical components functioning properly. CONTRACTOR is responsible for maintaining ' proper function of mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. ' 02224A-04 ' 3.01 REMOVAL OF WATER FROM EXCAVATIONS ' CONTRACTOR shall remove water from the excavations under any of the following conditions: ' ► Water removal is required to minimize the moisture content of excavated soils or sediments; ' ► Water removal is required in order for soil or sediment samples to be collected; and/or ' ► Water removal is required in order to remove free-floating petroleum q g ' product. A. The CONTRACTOR shall excavate a low-point (sump) in the excavation ' pit. B. If free-floating product or sheen is visible on water surface, with the verbal ' approval of PACCAR, use absorbent boom material and/or pads to corral product or sheen and minimize pumping product or sheen during pumping ' of water. C. With the verbal approval of PACCAR, the CONTRACTOR shall pump water from sumps in excavations into the temporary wastewater holding tank, as shown in HC Plan Sheet 3. Use flexible pipe for suction end of pumps. Use hose for the discharge end of pumps. ' D. All spills of water shall be contained in compliance p with the ' CONTRACTOR's SPCC plan as specified in Section 01560. 3.02 REMOVAL OF WATER FROM TRUCK WASH ' CONTRACTOR shall pump water from the truck wash to the temporary wastewater holding tank at the direction of PACCAR or ENGINEER. 3.03 DISPOSAL OF WATER ' A. Sampling. Impounded water or water pumped into the temporary wastewater holding tanks will be sampled by the ENGINEER. ' 02224A-05 B. Disposal. The CONTRACTOR shall use one of two methods of disposal: ' 1. Water designated for METRO disposal by PACCAR shall be pumped to the temporary wastewater holding tank. Oil-absorbent booms or pads shall be used to remove floating sheen. Replace used booms before they are no longer effective for oil-absorption. Upon approval by PACCAR, discharge water to the sanitary sewer as shown on HC Plan Sheet 3. PACCAR will pay any fees for disposal to METRO. CONTRACTOR is responsible for maintaining proper function of mechanical and electrical ' components, including watertightness, during operation of the temporary wastewater discharge facility. CONTRACTOR shall maintain a minimum tank freeboard of 2 feet at all times, unless ' directed otherwise by PACCAR. Payment for METRO disposal of wastewaters will be made on a unit price basis per Section 00550. 2. Water or product designated for off-site disposal by PACCAR shall be pumped to separate temporary holding tanks as designated by PACCAR. It shall be collected by tank trucks and disposed of legally off site by the CONTRACTOR. Payment for off-site disposal ' of wastewaters will be made on a unit price basis per Section 00550. 3.04 TANK CLEANING AND SLUDGE REMOVAL AND DISPOSAL A. The CONTRACTOR shall periodically remove the sludge accumulations from the wastewater holding tanks to prevent the development of a high 1 suspended solids concentration in the wastewater holding tank. B. Wastewater holding tanks will be steam cleaned or pressure washed by the CONTRACTOR to remove the sludge remaining in the tanks upon completion of the PCB remediation work. The tanks will be cleaned to the tank vendor's specifications, and will be inspected by PACCAR or ENGINEER prior to release to the tank vendor. C. Wastewater generated in the cleaning process will be sampled by the ENGINEER prior to disposal. PACCAR or ENGINEER will direct the CONTRACTOR on the proper disposal method, specified in 3.03, Part B above, on completion of the chemical analysis. 02224A-06 ' D. The CONTRACTOR shall use the following methods for sludge disposal: ' 1. At the direction of PACCAR, the CONTRACTOR shall dry the sludge to reduce the moisture content of these materials as specified in Section 02514A. 2. The CONTRACTOR shall place the sludge removed from the tanks ' in stockpiles designated for PCB soils as specified in Section 02282A. 3. The CONTRACTOR shall be responsible for the off-site disposal of ' the sludge generated in the tank cleaning process. At the direction of PACCAR, sludge will be combined with the PCB soils designated for off-site disposal. 1 ' *** END OF SECTION 02224A *** ' 02224A-07 ' *** SECTION 02282A - PCB STOCKPILING *** P ART 1 - GENERAL ' 1.01 SCOPE OF WORK A. Preparation of the stockpile area. ' B. Placement of materials in the prepared stockpile area. C. Covering of stockpiled materials. ' 1.02 RELATED SECTIONS ' 02220A PCB Excavation, Hauling, and Disposal ' PART 2 - PRODUCTS 2.01 BERMS AND BERM TRUCK RAMPS A. Use native soil from top one foot in the vicinity of the berms. Alternative: ' provide imported soil backfill (acceptable imported soil backfill is specified in Section 02223A). t 2.02 REINFORCED PLASTIC SHEETING ' Reinforced plastic sheeting shall be a carbon-black nylon-reinforced polyethylene at least 6 mil in thickness, Reef Industries Griffolyn TX 1200. The CONTRACTOR shall provide sufficient quantity to line and cover each stockpile area shown on HC Plan Sheet 3. All seams shall be factory heat-bonded seams. 2.03 SANDBAGS ' Sandbags shall be woven sunlight-resistant n lon or a uivalent bags g � Y q filled with ' sand and tied closed. Sandbags shall be suitable for frequent handling and all- season use. 02282A-01 ' 2.04 GILLNET Gillnet shall be sunlight-resistant plastic, manufactured gillnet suitable for frequent thandling and all-season use. Provide sufficient gillnet to cover the stockpile area. Provide sufficient "S" hooks to attach gillnet to sandbags. ' PART 3 - EXECUTION ' 3.01 PREPARATION OF SOEL STOCKPILE AREA A. Prepare soil stockpile area shown on HC Plan Sheet 3. CONTRACTOR shall prepare the four portions of the stockpile area as directed by PACCAR. Each stockpile area shall be bermed to prevent stormwater ' from running on and/or off the stockpile area. The CONTRACTOR shall prevent excess rainwater from entering the prepared stockpile area. ' B. The CONTRACTOR shall construct berms at the perimeter of the stockpile areas shown on HC Plan Sheet 3. Berms shall be constructed as shown in Cross Section D of PCB Stockpile on HC Plan Sheet 3. CONTRACTOR may elect to: t1. Construct berms by grading native soil from the top one foot of existing surface into berms; OR 2. Construct berms usingimported soil backfill (acceptable imported P � P P ' soil backfill is specified in Section 02223A.) Soil material used for the berms shall be approved by PACCAR prior to ' placement. C. Construct truck ramps over soil berms as shown on HC Plan Sheet 3. Care tshall be taken to prevent damage to soil berm during placement and use of the ramps. Damage to ramps or berms by CONTRACTOR shall be ' repaired by CONTRACTOR. CONTRACTOR may elect to: 1. Construct ramps by grading native soil from the top one foot of existing surface into berms; OR ' 02282A-02 ' 2. Construct ramps using imported soil backfill (acceptable imported soil backfill is specified in Section 02223A.) Soil material used for the ramps shall be approved by PACCAR prior to placement. D. Stockpile area, berms, and ramps shall be lined with reinforced plastic sheeting. Use continuous perimeter sandbags to prevent displacement of ' the reinforced plastic sheeting by wind action. Maintain excess reinforced plastic sheeting in orderly rolls secured by sandbags. Maintenance of reinforced plastic sheeting is the responsibility of the CONTRACTOR. ' The CONTRACTOR shall repair damage to the plastic sheeting caused by shipping, handling, installation, or use. Repairs shall be accomplished with ' the manufacturer's recommended tape for this application. 3.02 PLACEMENT OF MATERIALS IN PREPARED STOCKPILE AREA A. Materials to be stockpiled shall be laced within berms on the protective kP P ' liner in the prepared stockpile area. Different materials shall be segregated by berms and reinforced plastic sheeting as described in 3.01 above. The materials to be segregated include: ► Potentially clean soil and debris from the top 1 foot of the PCB Soil excavation area; ' ► Soil from below 1 foot from the PCB Soil excavation area; ► Sediment from the PCB Sediment excavation area; and ' ► Debris from below 1 foot from the PCB Soil excavation area, debris from the PCB Sediment excavation area, and used oil-absorbent booms and other disposable materials which were in contact with PCB-contaminated materials. ' B. The CONTRACTOR shall place materials by dumping from a front end loader or truck. Care shall be taken to protect the reinforced plastic sheeting when placing materials. Where possible, avoid operating trucks or ' equipment directly on the reinforced plastic sheeting. ' 02282A-03 ' C. Identify the contents and origin of each stockpile using a weatherproof label attached to each stockpile. 3.03 COVERING OF STOCKPILED MATERIALS t A. At the end of each day of stockpiling materials, the CONTRACTOR shall cover materials with reinforced plastic sheeting as shown on HC Plan Sheet 3. Cover shall be secured using gillnet and sandbags. Use continuous perimeter sandbags connected by "S" hooks to the gillnet to prevent displacement of the reinforced plastic sheeting by wind action. Maintain excess reinforced plastic sheeting in orderly rolls secured by sandbags. ' Maintenance of reinforced plastic sheeting placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the liner caused by shipping, handling, installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. t *** END OF SECTION 02282A *** 02282A-04 ' *** SECTION 02514A - DRYING OF PCB SOILS AND SEDIMENTS *** PART 1 - GENERAL 1.01 SECTION INCLUDES A. Testing of excavated soil for free liquids B. Drying of excavated soil ' 1.02 RELATED SECTIONS 00550 Bid Forms r01400 Quality Control 01560 Environmental Protection 02220A Excavation, Hauling, and Disposal 1.03 REFERENCES ' A. Method 9095 - Paint Filter Liquids Test as described in Test Methods for ' Evaluating Solid Wastes, Physical/Chemical Methods, EPA Publication No. SW-846. 1.04 SUBMITTALS A. Submit field data and results of filter tests to PACCAR. 1.05 DRYING MATERIALS A. Submit sample of at least 1 pound of drying agent to the ENGINEER in a clearly marked container. ' B. Submit chemical analysis of drying material demonstrating that the material is acceptable for disposal at PCB landfill disposal facility. i C. Both submittals shall be made at least 7 days prior to delivery of drying agent to the site. No drying agent shall be delivered to the site prior to approval of these submittals. 02514A-01 1.06 ENVIRONMENTAL REQUIREMENTS ' A. Do not dry soil when surface temperature is less than 32' F. PART 2 - PRODUCTS 2.01 MATERIALS A. Kiln dust, fly ash, or other drying agent acceptable to PCB material disposal facility and PACCAR. B. Paint filters and associated equipment as described in Test Methods for evaluating Solid Wastes, Physical/Chemical Methods, EPA Publication No. SW-846. ' PART 3 - EXECUTION 3.01 PAINT FILTER TEST ' A. Excavated soil to be transported off site for disposal shall be tested for free P P liquids using the paint filter test as directed by PACCAR. 3.02 SOIL DRYING ' A. If directed by PACCAR, soils and sediment to be disposed of off site shall be mixed, wet with dry, to obtain material which pass the paint filter test. 1 B. If directed by PACCAR, soils and sediment to be disposed of off site shall ' be treated by the CONTRACTOR to remove free liquids. The absence of free liquids will be verified by a paint filter test after treatment. tC. The drying method, to be fully described in the CONTRACTOR's work plan, shall be designed to minimize the quantity of added drying agents and ' the final quantity of material to be delivered to the disposal facility. D. CONTRACTOR shall ensure all drying agents added to excavated material ' meet the approval of the disposal facility. E. CONTRACTOR shall ensure that drying procedure does not emit fugitive ' dust emissions. ' 02514A-02 iF. SUBCONTRACTOR charges for soil drying will be on a per cubic yard basis as specified in Section 00550. *** END OF SECTION 02514A *** ' 02514A-03 1 ' DIVISION 2B - SITE WORK FOR WEST PARKING LOT *** SECTION 02100B - WEST PARIING LOT SITE PREPARATION *** PART 1 - GENERAL ' 1.01 SECTION INCLUDES ' A. Designation of work areas B. Installation of silt curtain ' C. Construction of construction entrance and truck wash area D. Construction of erosion control berms E. Clearing and grubbing 1.02 RELATED SECTIONS 01560 Environmental Protection 02220B West Parking Lot Excavation and Hauling 02223B West Parking Lot Backfill 02224B West Parking Lot Dewatering ' PART 2 - PRODUCTS ' 2.01 CONSTRUCTION ENTRANCE A. Provide 6-inch to 8-inch quarry spall rock for truck ramps at soil berms. 2.02 EROSION CONTROL BERMS ' A. Provide imported soil backfill (imported soil backfill is specified in Section P ( P P 02223B). 0210OB-01 ' PART 3 - EXECUTION ' 3.01 DESIGNATION OF WORK AREAS A. Designate work areas as indicated by Erosion Control Notes, BR&H Plan Sheet 5. 3.02 INSTALLATION OF SILT CURTAIN A. Construct silt curtain in accordance with BR&H Plan Sheet 6. 3.03 CONSTRUCTION ENTRANCE ' A. Install construction entrance in accordance with BR&H Plan Sheet 6. This shall also be used as the equipment wash area. 3.04 CONSTRUCTION OF EROSION CONTROL BERMS ' A. Construct erosion control berms in accordance with the construction sequence shown on BR&H Plan Sheet 5. ' B. Construct erosion control berm on north, east, and south borders of West Parking Lot limits of clearing and grading shown on BR&H Plan Sheets 5 ' and 6. Berms shall be 1 foot high and 6 feet wide to prevent migration of particulates from site. ' C. Adjust height of erosion control berms throughout the project to ensure that drainage does not leave site. 3.05 CLEARING AND GRUBBING 1 Remove all vegetation, timber, rock, rubbish, debris, and vegetation (including shrubs) from the area within the limits of clearing shown on BR&H Plan Sheets 5 and 6. r B. Dispose of off site in legal manner all cleared and grubbed materials. ' *** END SECTION 02100B *** 0210OB-02 DIVISION 2B SITE WORK FOR WEST PARKING LOT ' *** SECTION 02220B - WEST PARKING LOT EXCAVATION AND HAULING *** PART 1 - GENERAL 1.01 SECTION INCLUDES ' A. Excavation of native soil to meet subgrade placement requirements, excavation of backfill and native soil to construct utility trenches, and ' excavation of lamp post foundation pits. B. Hauling of excavated materials to on-site stockpile. r C. Stockpiling of excavated materials. 1.02 RELATED SECTIONS ' 02223B West Parking Lot Backfilling 02224B West Parking Lot Dewatering ' 02282B West Parking Lot Stockpiling PART 2 - PRODUCTS 2.01 EXCAVATION ' A. Provide barricades and yellow "CAUTION" tape or temporary fencing for excavation area. B. Provide emergency imported soil backfill specified in Section 02223B. ' PART 3 - EXECUTION 3.01 EXCAVATION A. Place and maintain barricades with yellow "CAUTION' tape at limits of ' clearing and grading shown BR&H Plan Sheets 5 and 6. B. Prepare stockpile area as specified in Section 02282B. ' 02220B-01 C. Construct temporary wastewater discharge area as specified in Section 02224B. ID. Excavation shall proceed as directed by PACCAR. Stage excavation and backfilling to avoid excess pumping of groundwater, per the PACCAR- approved Contractor's Work Plan specified in Section 01400. 1. Excavate native soil to meet limits of soil removal as shown Typical Section A-A' on BR&H Plan Sheet 6. At the direction of PACCAR or ENGINEER, backfill excavation areas as specified in Section 1 02223B. ' 2. Excavate imported subgrade fill and native soil to construct utility trenches as shown on BR&H Plan Sheets 2, 3, and 4. Maintenance of temporary trench sidewalls in the responsibility of the ' CONTRACTOR. Provide excavator with operator for sampling. Allow for sampling of the excavator bucket by ENGINEER once every 10 linear feet of trench. At the direction of PACCAR or ' ENGINEER, place geotextile as Specified in Section 02223B and BR&H Plan Sheet 4; place bedding and install utilities as specified ' in Section 02720B; and backfill trenched areas as specified in Section 02223B and BR&H Plan Sheet 2. 3. Excavate imported subgrade fill and native soil to construct lamp post foundation pits as shown on BR&H Plan Sheets 2, 3, and 4. NOTE: LOCATIONS AND DIMENSIONS OF LAMP POST ' EXCAVATION PITS WILL BE INCLUDED IN AN ADDENDUM TO THIS SPECIFICATION. ' E. Remove and collect groundwater and surface water within excavations as ' directed by PACCAR and as specified in Section 02224B. F. Provide stockpile of imported soil backfill (100 cubic yards) on site during ' any excavation for emergency placement into excavation at the direction of PACCAR or the ENGINEER. Use imported soil backfill as specified in Section 02223B. r02220B-02 ' 3.02 HAULING A. Haul excavated materials to stockpile area. Temporarily stockpile materials as specified in Section 02282B. CONTRACTOR is responsible ' for prevention and cleanup of spills in accordance with the Spill Prevention, Control, and Countermeasure Plan specified in Section 01560. Cleanup of spills will be at CONTRACTOR's expense. *** END OF SECTION 02220B *** 1 ' 02220B-03 *** SECTION 02223B - WEST PARKING LOT BACKFILLING *** ' PART 1 - GENERAL 1.01 SECTION INCLUDES ' A. Placement of imported sub grade fill on site. P � ' B. Placement of pipe bedding and imported soil backfill into utility trenches. 1.02 RELATED SECTIONS 02100B West Parking Lot Site Preparation ' 02220B West Parking Lot Excavation and Hauling 1.03 REFERENCES A. ASTM D 422 - Particle Size Analyses of Soils ' 1.04 TESTS A. The ENGINEER will perform periodic particle-size analyses of imported fill and in-place moisture-density testing of compacted subgrade fill, pipe bedding, and backfill. 1.05 SAMPLES ' A. Submit samples of at least 40 pounds each of proposed sub grade fill pipe P P P P �' D P P bedding and backfill materials to the ENGINEER in clearly labeled containers. Sample descriptions shall include type of material and supplier. ' B. Submit particle size analyses test results to the ENGINEER certifying that proposed material materials meet the requirements of this section. ' C. Both submittals shall be made at least 7 days prior to delivery of backfill to the site. No imported material shall be delivered prior to approval of the submittals. 02223B-01 PART 2 - MATERIALS 2.01 GEOTEXTILE ' Geotextile shall be a non-woven, needle punched, polyester or polypropylene fabric with a minimum mass per unit area of 8 oz/square yard and a minimum puncture strength (per ASTM D 4833) of 40 pounds. Manufacturer's specifications and performance data for the geotextile shall be submitted to PACCAR and the ENGINEER for review prior to delivery of the geotextile to the site. 2.02 IMPORTED SUBGRADE FILL AND IMPORTED SOII. BACKFILL Imported soil backfill shall be a native granular material, free from weathered basalt or P ' other weathered rock, concrete, asphalt, wood, bark, or other extraneous material and chemical contamination, and shall meet the following gradation requirements: Sieve Size Percent Passing 21/z" square 100 1/a" square 25 to 70* U.S. No. 40 40 max* U.S. No. 200 5 max.* * based on minus 3/4-inch fraction All percentages are by dry weight. That portion of backfill retained on a 1/a-inch-square sieve shall contain not more than 0.20 percent by weight of wood waste. 2.03 USE OF EXCAVATED MATERIAL AS BACKFILL After sampling and analysis, and with the approval of PACCAR, stockpiled native soil excavated from the West Parking Lot area may be used as backfill or berm material. ' 2.04 PIPE BEDDING Provide pea gravel for pipe bedding material as specified on BR&H Plan Sheet 2. 02223B-02 ' PART 3 - EXECUTION ' 3.01 BACKFFILI-_ING At the direction of PACCAR or ENGINEER, backfill graded areas, utility ' trenches, and lamp post foundation pits. Approximately 4,000 cubic yards of imported subgrade fill will be stockpiled by PACCAR on site adjacent to the south end of the West Parking Lot. This stockpiled fill will be available free of charge for use by the contractor as imported subgrade fill for the West Parking Lot. The CONTRACTOR is responsible for hauling and placement of this material. A. At the direction of the ENGINEER or PACCAR, place g eotextile in ' excavated utility trenches, shown on BR&H Plan Sheet 4. Provide a 6- inch minimum overlap at all edges of geotextile. B. Place pea gravel bedding in pipe trenches to 6 inches over top of pipe or to top of groundwater seepage, whichever is highest. C. Backfill graded areas, utility trenches, and lamp post foundation pits in accordance with plans, notes, and specifications on BR&H Plan Sheets 2, 3, ' 4, 5, and 6. Provide compaction in accordance with BR&H Plan Sheet 2. Backfll -to elevations shown on BR&H Plan Sheets 5 and 6. At Catch Basin #1, BR&H Plan Sheet 3, seal a minimum of 1 foot of trench length using bentonite from the bottom of the trench to the final backfill elevation. D. Mark location of backfilled lamp post foundation pits. NOTE: LOCATIONS AND DIMENSIONS OF LAMP POST EXCAVATION PITS WILL BE INCLUDED IN AN ADDENDUM TO THIS SPECIFICATION. ' E. Asphalt pavement patching at Houser Way crossing of trench will be done P P P g Y g ' by others. F. Remove surplus fill materials from site upon completion of backfill ' activities or at CONTRACTOR's option, place all surplus materials at area designated by PACCAR. 02223B-03 1 3.02 FIELD QUALITY CONTROL A. The ENGINEER will perform laboratory and field tests to determine compliance of backfilling activities of this section. The CONTRACTOR is responsible for meeting the specifications of this section; all work required 1 to provide compliance with these specifications shall be at the CONTRACTOR's expense. 1 *** END OF SECTION 02223B *** 1 i 1 1 1 1 1 ' 02223B-04 t *** SECTION 02224B - WEST PARKING LOT DEWATERING *** ' PART 1 - GENERAL 1.01 SECTION INCLUDES ' A. Construction of temporary wastewater discharge area ' B. Removal of surface water and groundwater from excavations C. Removal of truck wash water D. Disposal of water 1.02 RELATED SECTIONS ' 00550 Bid Forms 01560 Environmental Protection ' PART 2 - PRODUCTS 2.01 TEMPORARY WASTEWATER HOLDING TANKS ' Tanks shall be clean, portable, open-top, steel tanks with a capacity of 500 barrels (21,000 gallons) by Baker Tank, Inc. Tanks shall be prefitted with all appurtenances shown on Plan Sheet 3, including one underflow one overflow weir, ' discharge opening, and liquid level indicator. ' 2.02 RIGID PIPE, VALVES, AND FITTINGS Rigid pipe and fittings shall be Schedule 40 PVC. ' 2.03 FLEXIBLE PIPE ' Flexible pipe shall be Tigerflex Series W PVC multipurpose suction hose manufactured by Kurlyama of America, Inc., or equivalent. ' 02224B-01 ' 2.04 HOSE Hose shall be Vinylflow PVC general purpose discharge hose manufactured by Kurlyama of America, Inc., or equivalent. ' 2.05 PUMPS ' A. Pumps used for pumping from excavation pits shall be gasoline power, double-diaphragm pumps with sufficient capacity to prevent accumulation of groundwater and surface water in the excavation pits. The suction end ' of pumps used for pumping from excavations shall be fitted with flexible pipe and a manufactured basket strainer with 0.5-inch screened perforations. B. Discharge pump used for pumping water from the temporary holding tank ' to the sanitary sewer manhole shall be, gasoline powered, double- diaphragm pumps with sufficient capacity to discharge the volume of the temporary holding tank in less than four hours. ' C. CONTRACTOR shall provide sufficient fuel supply for simultaneous use of ' pumps at full capacity during dewatering activities. D. Manufacturer's specifications and performance data for the pumps shall be ' submitted to PACCAR and ENGINEER for approval prior to shipment to the site. 2.06 FLOW METER ' Flow meter shall be an electronic flowmeter Endress+Hauser FTI 1942 DISCOMAG or equivalent, in conjunction with an indicator/totalizer Endress+Hauser 8190 Series or equivalent. Flowmeter and indicator/totalizer shall be housed in a fog-tight enclosure with a window for reading indicator/totalizer. Contractor shall supply temporary electrical power for the flowmeter and indicator/totalizer. Manufacturer's specifications and performance ' data for the flowmeter, indicator totalizer, and power supply shall be submitted to PACCAR and ENGINEER for approval prior to shipment of the flowmeter and ' indicator/totalizer to the site. ' 02224B-02 ' 2.07 REINFORCED PLASTIC SHEETING ' Reinforced plastic shall be a carbon-black nylon-reinforced polyethylene at least 6 mil in thickness, Reef Industries Griffolyn TX 1200. The CONTRACTOR shall provide sufficient quantity to line temporary wastewater discharge area shown on ' Plan Sheet 3 with one piece. All seams shall be factory heat-bonded seams. ' 2.08 SANDBAGS Sandbags shall be woven, sunlight-resistant nylon or equivalent plastic bags filled with sand and tied closed. Sandbags shall be suitable for frequent handling and all-season use. ' 2.09 BERMS ' Use native soil from top one foot in the vicinity of the berms. Alternative: provide imported soil backfill for berms (acceptable imported soil backfill is specified in Section 02223B). t2.10 OIL-ABSORBENT BOOMS Provide floating, oil-absorbent booms and/or pads, 3M Brand Powersorb (TM), or equivalent. Each boom shall be a minimum of 10 feet in length, and 6 inches in ' diameter. PART 3 - EXECUTION 3.01 CONSTRUCTION OF TEMPORARY WASTEWATER DISCHARGE AREA ' Construction of temporary wastewater discharge area shall be completed prior to start of excavation. A. Grade area within the limits of the bermed area shown on Hart Crowser Plan Sheet 4 so that the area has no slope greater that 0.5 percent. B. Construct berms in accordance with the Hart Crowser Plan Sheet 4. Leave one of the sides temporarily unbermed to allow placement of wastewater holding tank. Complete construction of this berm after wastewater holding tank is in place. CONTRACTOR may elect to: ' 02224B-03 ' 1. Construct berms by grading native soil from the top one foot of existing surface into berms, OR ' 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223B). Soil material used for the berms shall be approved b e pp y the ENGINEER ' prior to placement. C. Temporary wastewater discharge area and berms shall be lined with ' reinforced plastic prior to placement of the wastewater holding tank installation of pipe, fittings, pump, and level controls. Place berm soil over the perimeter of the plastic to secure plastic, as shown on Hart Crowser ' Plan Sheet 4. ' Use sufficient sandbags on the plastic surface to prevent displacement of the plastic by wind action. Maintain excess reinforced plastic in orderly rolls secured by sandbags. Maintenance of reinforced plastic placement is ' the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the reinforced plastic caused by shipping, handling, ' installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. ' D. Place wastewater holding tank as shown on Hart Crowser Plan Sheet 4. E. Assemble pipe, valves, fittings, pump, and flow meter as shown on Hart ' Crowser Plan Sheet 4. Use fittings required to maintain watertight flow from tank to sewer pipe. CONTRACTOR shall provide temporary power ' for pump and flow meter. F. Prior to connecting the suction end of the flexible pipe to the tank, test the ' assembly using clean water from the fire hydrant. In the presence of the ENGINEER, continuously pump, meter, and discharge between 100 and 200 gallons of clean water with all mechanical and electrical components rfunctioning properly. t G. CONTRACTOR is responsible for maintaining proper function of all mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. ' 02224B-04 ' 3.02 REMOVAL OF WATER FROM EXCAVATIONS CONTRACTOR shall remove water from the excavations under any of the following conditions: ' ► Water removal is required to minimize the moisture content of excavated soils or sediments. ► Water removal is required in order for soil or sediment samples to be collected; and/or ' ► Water removal is required in order to remove free-floating g petroleum product. A. The CONTRACTOR shall excavate one or more low-points (sumps) in the ' excavation pit. B. If free-floating product or sheen is visible on water surface, with the verbal ' approval of PACCAR, use absorbent pads and/or absorbent boom material to corral and collect product or sheen and minimize pumping product or ' sheen during pumping of water. C. With the approval of PACCAR, The CONTRACTOR shall pump water ' from sumps in excavations into the temporary wastewater holding tank, as shown in Hart Crowser Plan Sheet 4. Use flexible pipe for suction end of pumps. Use hose or rigid pipe for the discharge end of pumps. Discharge pipe shall be labeled with a weatherproof tag: "DISCHARGE TO METRO". D. All spills of water shall be contained in compliance with the CONTRACTOR's SPCC plan as specified in Section 01560. 3.03 DISPOSAL OF WATER ' A. Sampling. Impounded water or water pumped into the temporary wastewater holding tanks will be sampled by the ENGINEER. B. Disposal. The CONTRACTOR shall use one of two methods of disposal: 02224B-05 1. Water designated for METRO disposal by PACCAR shall be pumped to the temporary wastewater holding tank. Oil-absorbent booms or pads shall be used to remove floating sheen. Replace used booms before they are no longer effective for oil-absorption. Upon approval by PACCAR, discharge water to the sanitary sewer as shown on Hart Crowser Plan Sheet 4. PACCAR will pay any fees for disposal to METRO. CONTRACTOR is responsible for maintaining proper function of mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. CONTRACTOR shall ' maintain a minimum tank freeboard of 2 feet at all times, unless directed otherwise by PACCAR. Payment for METRO disposal of wastewaters will be made on a unit price basis per Section 00550. 2. Water or product designated for off-site disposal by PACCAR shall be pumped to separate temporary holding tanks as designated by PACCAR. It shall be collected by tank trucks and disposed of legally off-site by the CONTRACTOR. Payment for off-site disposal of wastewaters will be made on a unit price basis per Section 00550. ' 3.04 TANK CLEANING AND SLUDGE REMOVAL A. The CONTRACTOR shall periodically remove the sludge accumulations from the wastewater holding tanks to prevent the development of a high suspended solids concentration in the wastewater holding tank. iB. Wastewater holding tanks will be steam cleaned or pressure washed by the CONTRACTOR to remove the sludge remaining in the tanks upon completion of the West Parking Lot wastewater discharges. The tanks will be cleaned to the tank vendor's specifications, and will be inspected by PACCAR or ENGINEER prior to release to the tank vendor. C. Wastewater generated in the cleaning process will be sampled by the ENGINEER prior to disposal. PACCAR or ENGINEER will direct the CONTRACTOR on the proper wastewater disposal method, specified in 3.03 (B) above, on completion of the chemical analysis. D. At PACCAR's direction the CONTRACTOR shall use the following methods for sludge disposal: 02224B-06 ' 1. Place the sludge removed from the tanks in stockpiles designated for West Parking Lot soils as specified in Section 02282B, OR ' 2. Place sludge removed from tanks into drums provided by PACCAR. *** END OF SECTION 02224B *** ' 02224B-07 ' *** SECTION 02282B - WEST PARKING LOT STOCKPILING *** ' PART 1 - GENERAL 1.01 SCOPE OF WORK ' A. kP of the Preparation stockpile area. P ' B. Placement of materials in the prepared stockpile area. ' C. Covering of stockpiled materials. 1.02 RELATED SECTIONS 02220B West Parking Lot Excavation and Hauling ' PART 2 - PRODUCTS ' 2.01 BERMS AND BERM TRUCK RAMPS A. Use native soil from top one foot in the vicinity of the berms. Alternative: provide.imported soil backfill for (acceptable imported soil backfill is specified in Section 02223B). 2.02 REINFORCED PLASTIC SHEETING ' Reinforced plastic sheeting (reinforced plastic) shall be a carbon-black nylon- reinforced polyethylene at least 6 mil in thickness, Reef Industries Griffolyn TX ' 1200. The CONTRACTOR shall provide sufficient quantity to line and cover the two adjacent stockpiles within the West Parking Lot Native Stockpile Area shown on Hart Crowser Plan Sheet 4. Each bermed area shall be 35 feet wide (maximum) and 75 feet long (minimum). All seams shall be factory heat-bonded seams. ' 2.03 SANDBAGS ' Sandbags shall be woven, sunlight-resistant nylon or equivalent plastic bags filled with sand and tied closed. Sandbags shall be suitable for frequent handling and all-season use. ' 02282B-01 ' 2.04 GILL.NET ' Gillnet shall be sunlight-resistant plastic, manufactured gillnet suitable for frequent handling and all-season use. Provide sufficient gillnet to cover the stockpile area. Provide sufficient "S" hooks to attach gillnet to sandbags. ' PART 3 - EXECUTION 3.01 PREPARATION OF SOIL STOCKPILE AREA A. Prepare soil stockpile area shown on BR&H Plan Sheet 6. CONTRACTOR shall prepare the stockpile area in portions corresponding to the area required to stockpile the material excavated during the next ' work day. The stockpile area is bermed to prevent stormwater from running on and/or off the stockpile area. The CONTRACTOR shall ' prevent excess rainwater from entering the prepared stockpile area. B. The CONTRACTOR shall construct berms at the perimeter of the ' stockpile area as shown on BR&H Plan Sheet 6, and at the unbermed edges of segregated materials, and at the unbermed edges of material excavated each day. Berms shall be constructed as shown in Cross Section B-B' of Native Soil Stockpile on Plan Sheet 6. ' CONTRACTOR may elect to: 1. Construct berms by grading native soil from the top one foot ' of existing surface into berms, OR ' 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223B). ' Soil material used for the berms shall be approved by the ENGINEER prior to placement. ' C. Construct truck ramps over soil berms as shown on BR&H Plan Sheet 6. Care shall be taken to prevent damage to soil berm during placement and ' use of the ramps. Damage to ramps or berms by CONTRACTOR shall be repaired by CONTRACTOR. CONTRACTOR may elect to: ' 02282B-02 ' 1. Construct ramps by grading native soil from the top one foot of existing surface into berms, OR t2. Construct ramps using imported soil backfill (acceptable imported soil backfll is specified in Section 02223B). Soil material used for the ramps shall be approved by the ENGINEER ' prior to placement. D. Stockpile area, berms, and ramps shall be lined with reinforced plastic. ' Use continuous perimeter sandbags and sufficient sandbags on the lined surface to prevent displacement of the reinforced plastic by wind action. Maintain excess reinforced plastic in orderly rolls secured by sandbags. ' Maintenance of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the liner ' caused by shipping, handling, installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. ' 3.02 PLACEMENT OF MATERIALS IN PREPARED STOCKPILE AREA ' A. Materials to be stockpiled shall be placed within berms on the protective liner in the prepared stockpile area. ' B. The CONTRACTOR shall place materials by dumping from a front end loader or truck. Care shall be taken to protect the reinforced plastic when placing materials. Where possible, avoid operating trucks or equipment directly on the reinforced plastic. ' C. Identify the contents and origin of each stockpile using a weatherproof label attached to each stockpile. ' 3.04 COVERING OF STOCKPILED MATERIALS ' A. At the end of each day of stockpiling materials, the CONTRACTOR shall cover materials with reinforced plastic as shown on BR&H Plan Sheet 6. ' Cover shall be secured using gillnet and perimeter sandbags. Use continuous perimeter sandbags connected by "S" hooks to the gillnet to prevent displacement of the reinforced plastic by wind action. Maintain ' excess reinforced plastic in orderly rolls secured by sandbags. Maintenance ' 02282B-03 ' of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the liner caused by shipping, ' handling, installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. g *** END OF SECTION 022 2B 02282B-04 ' *** SECTION 02720B - WEST PARKING LOT STORM DRAIN UTILITIES *** ' PART 1 - GENERAL 1.01 SECTION INCLUDES A. Placement of storm drain utilities. ' 1.02 RELATED SECTIONS 02220B West Parking Lot Excavation and Hauling 02223B West Parking Lot Backfilling ' PART 2 - MATERIALS 2.01 STORM DRAIN PIPE, CATCH BASINS, AND OIL-WATER SEPARATOR A. Storm drain pipe, catch basins and oil-water separator shall be provided as ' indicated by notes, specifications, and plans shown on BR&H Plan Sheets 2, 3, and 4. ' PART 3 - EXECUTION ' 3.01 INSTALLATION At the direction of PACCAR or ENGINEER, install storm drain pipe, catch basins and oil-water separator as indicated by notes, specifications, and plans shown on BR&H Plan Sheets 2, 3, and 4. *** END OF SECTION 02720B *** 02720B-01 r 1 DIVISION 2 C - SITE WORK FOR HOUSER STORM SEWER BYPASS r r r r r r r r r r r r r r r PACCAR INC . SSOE 915006 HOUSER STORM SEWER BYPASS ' SECTION 02200 EARTHWORK 1 . PART 1 - GENERAL t1 . 1 SUMMARY 1 . 1 . 1 This Section includes excavating and backfilling ' for underground piping and appurtenances . 1 . 1 .2 Furnish fill materials from off-site borrows . Reuse of excavated materials will not be ' allowed. 1 . 1 . 3 Comply with City of Renton requirements for preparation of subgrade for bedding pipes and for preparation of subgrade under paving for paving repairs . ' 1 . 2 RELATED SPECIFICATIONS 1 .2 . 1 02224C Houser Storm Sewer Bypass Dewatering ' 1 .2 .2 02282C Houser Storm Sewer By pass Stockpiling 1 .3 DEFINITIONS 1 . 3 . 1 Excavation consists of removal of material encountered to ' elevations necessary for installation of storm sewer. 1 . 3 .2 Unauthorized excavation consists of removal of materials beyond subgrade elevations necessary for proper completion of the work without specific direction of PACCAR OR ENGINEER. Unauthorized excavation, as well as remedial work directed by PACCAR OR ENGINEER, shall be at Contractor' s expense. ' 1 .3 .3 Subgrade: The undisturbed earth or the compacted soil layer immediately below granular ' subbase, drainage fill, or topsoil materials . 1 .4 SUBMITTALS 1 .4 . 1 Test Reports : Submit the following reports directly to PACCAR AND ENGINEER from the testing services, with copy to Contractor: A. Compaction test reports . ' 02200-1 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 1 .4 .2 Submit manufacturer' s data stating the t properties of the geotextile to PACCAR and the ENGINEER for review, prior to delivery of the geotextile to the site. t1 . 5 QUALITY ASSURANCE 1 .5 . 1 Codes and Standards : Perform excavation work in ' compliance with applicable requirements of authorities having jurisdiction. ' 1 . 5 .2 Testing and Inspection Service : Owner will employ and pay for a qualified independent geotechnical testing and inspection laboratory ' to perform testing and inspection service during earthwork operations . 1 . 6 PROJECT CONDITIONS 1 . 6 . 1 Existing Utilities : Locate existing underground utilities in areas of excavation work. If ' utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations . ' A. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner ' immediately for directions . Cooperate with Owner and utility companies in keeping respective services and facilities in ' operation. Repair damaged utilities to satisfaction of utility owner. ' B. Do not interrupt existing utilities serving facilities occupied by Owner or others, during occupied hours, except when permitted in writing by PACCAR AND ENGINEER and then only after acceptable temporary utility services have been provided. ' C . Provide minimum of 48-hour notice to PACCAR AND ENGINEER and receive written notice to proceed before interrupting any utility. ' D. Demolish and completely remove from site existing underground utilities indicated to ' be removed. Coordinate with utility companies for shutoff of services if lines are active. ' 02200-2 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 2 . PART 2 - PRODUCTS ' 2 . 1 SOIL MATERIALS 2 . 1 . 1 Do not reuse soil materials excavated from site. Use only imported soil material . ' 2 . 1 .2 Subbase Material : To meet City of Renton requirements . ' 2 . 1 .3 Bedding Material : Per American Public Works Association, Washington State Chapter, Standard Specifications Section 61-2 (APWA 61-2) Type 1 . ' 2 . 1 .4 Backfill and Fill Materials : Native granular material, free from weathered basalt or other rock, concrete, asphalt, wood, bark, or other extraneous material and chemical contamination, and to meet the following gradation requirements : ' Sieve Size Percent Passing ' 2-1/21, square 100 1/41, square 25 to 70 U.S . No . 40 40 max. U.S . No . 200 5 max. ' All percentages are by dry weight . That portion of backfill retained on a 1/4-inch square sieve ' shall contain not more than 0 . 20 percent by weight of wood waste . PACCAR reserves the right to inspect the source of imported soil backfill . ' 2 .2 GEOTEXTILE FABRIC 2 .2 . 1 Geotextile shall be a nonwoven, needle punched, polyester or polypropylene fabric with a minimum mass per unit area of 8 oz . /square yard and a minimum puncture strength (per ASTM D4833 ) of 40 ' pounds . 3 . PART 3 - EXECUTION ' 3 . 1 EXCAVATION 3 . 1 . 1 Excavation is unclassified and includes ' excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. ' 02200-3 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS A. Earth Excavation includes excavation of pavements and other obstructions visible on surface; underground structures, utilities, and other items indicated to be demolished ' and removed; together with earth and other materials encountered that are not classified as unauthorized excavation. ' 3 .2 STABILITY OF EXCAVATIONS 3 .2 . 1 General : Comply with local codes, ordinances, ' and requirements of agencies having jurisdiction. ' 3 . 3 DEWATERING 3 .3 . 1 Prevent surface water and subsurface or ground water from flowing into excavations and from ' flooding project site and surrounding area. A. Do not allow water to accumulate in ' excavations . Remove water to prevent softening of trench bottoms . Provide and maintain pumps and other dewatering system ' components necessary to convey water away from excavations . B. Establish and maintain temporary diversions ' outside excavation limits to convey rain water and water removed from excavations to collecting areas . Do not use trench ' excavations as temporary drainage ditches . C. Dispose of water per Section 02224C . ' 3 . 4 EXCAVATED MATERIALS ' 3 .4 . 1 Dispose of excess excavated soil material and materials as per Specification Section 02282C . 3 . 5 TRENCH EXCAVATION 3 .5 . 1 Excavate trenches to uniform width, sufficiently wide to provide ample working room and a minimum ' of 12 inches of clearance on both sides of pipe or conduit . ' 3 .5 .2 Excavate trenches and conduit to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil . Beyond building ' perimeter, excavate trenches to allow installation of top of pipe below frost line. ' 02200-4 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS A. For pipes and equipment 6 inches or larger ' in nominal size, shape bottom of trench to fit bottom of pipe for 90 degrees (bottom 1/4 of the circumference) . Fill depressions ' with tamped bedding. At each pipe joint, dig bell holes to relieve pipe bell of loads ensure continuous bearing of pipe barrel on bearing surface. 3 . 6 COLD WEATHER PROTECTION ' 3 . 6 . 1 Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F. ' 3 . 7 BACKFILL AND FILL 3 .7 . 1 General : Place soil material in layers to required subgrade elevations, for each area classification listed below, using materials specified in Part 2 of this Section. ' A. Under grassed areas, use backfill material . ' B. Under walks and pavements, use subbase material, satisfactory backfill material, or a combination. ' C . Under piping use subbase materials where required for correction of unauthorized excavation. Shape excavation bottom to fit ' bottom 90 degrees of cylinder. D. Do not backfill trenches until tests and ' inspections have been made and backfilling is authorized by PACCAR OR THE ENGINEER. Use care in backfilling to avoid damage or displacement of pipe systems . ' 3 .7 . 2 Backfill excavations as promptly as work permits, but not until work is inspected and taccepted. 3 . 8 PLACEMENT AND COMPACTION ' 3 . 8 . 1 Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills . 3 . 8 .2 Place backfill and fill materials in layers not ' more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not ' 02200-5 ' PACCAR INC . SSOE 915006 HOUSER STORM SEWER BYPASS more than 4 inches in loose depth for material tcompacted by hand-operated tampers . 3 . 8 .3 Before compaction, moisten or aerate each layer ' as necessary to provide optimum moisture content . Compact each layer to required percentage of maximum dry density or relative dry density indicated on the plans . Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice . ' 3 . 8 .4 Place backfill and fill materials evenly adjacent to structures and piping to required elevations . Prevent wedging action of backfill ' against structures or displacement of piping or conduit by carrying material uniformly around structure or piping to approximately same elevation in each lift . ' 3 . 8 . 5 Control soil and fill compaction, providing minimum percentage of density per ASTM D1557 ' indicated on the plans . Correct improperly compacted areas or lifts as directed by PACCAR OR ENGINEER if soil density tests indicate ' inadequate compaction. A. Moisture Control : Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade or layer of soil material . Apply water in minimum ' quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations . ' (1) Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. (2) Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. 3 . 9 GRADING 3 . 9 . 1 General : Uniformly grade disturbed areas to match existing grades . ' 02200-6 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 3 . 9 .2 Finish surfaces free from irregular surface ' changes . 3 . 9 .3 Compaction: After grading, compact subgrade ' surfaces to the depth and indicated percentage of maximum or relative density for each area classification. ' 3 . 10 PAVEMENT SUBBASE COURSE 3 . 10 . 1 General : Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. 3 . 10 . 2 Grade Control : During construction, maintain lines and grades including crown and cross-slope of subbase course. ' 3 . 10 .3 Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness . Maintain optimum moisture content for compacting subbase material during ' placement operations . A. When a compacted subbase course is 6 inches thick or less, place material in a single layer. When indicated to be more than 6 inches thick, place material in equal layers, except no single layer more than 6 ' inches or less than 3 inches in thickness when compacted. 3 . 11 FIELD QUALITY CONTROL 3 . 11 . 1 Quality Control Testing During Construction: Allow testing service to inspect and approve ' each subgrade and fill layer before further backfill or construction work is performed. ' 3 . 12 EROSION CONTROL 3 .12 . 1 Provide erosion control methods in accordance with requirements of authorities having jurisdiction. ' 3 . 12 .2 Hydroseed disturbed areas per the City of Renton Requirements . ' 02200-7 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 3 . 13 MAINTENANCE ' 3 . 13 . 1 Protection of Graded Areas : Protect newly graded areas from traffic and erosion. Keep free of trash and debris . ' 3 .13 . 2 Repair and reestablish grades in settled, eroded, and rutted areas to specified ' tolerances . 3 . 13 . 3 Reconditioning Compacted Areas : Where completed ' compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. ' 3 . 13 .4 Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn, or other finish) , add backfill material, compact, and replace surface ' treatment . Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3 . 14 PAVING - PATCHING AND REPAIR 3 . 14 . 1 Comply with City of Renton requirements for paving materials and installation. ' 3 . 15 DISPOSAL OF EXCESS AND WASTE MATERIALS 3 . 15 . 1 Removal to Designated Areas on Owner' s Property: ' Transport excess excavated material to designated soil storage areas on Owner' s property. END OF SECTION 02200-8 *** SECTION 02224C - HOUSER STORM SEWER BYPASS DEWATERING *** PART 1 - GENERAL ' 1.01 SECTION INCLUDES ' A. Construction of temporary wastewater discharge area(s) B. Removal of surface water and groundwater from excavations ' C. Removal of truck wash water ' D. Disposal of water ' 1.02 RELATED SECTIONS 00550 Bid Forms ' 01560 Environmental Protection PART 2 - PRODUCTS 2.01 TEMPORARY WASTEWATER HOLDING TANKS Tanks shall be clean, portable, open-top, steel tanks with a capacity of 500 barrels (21,000 gallons) by Baker Tank, Inc. Tanks shall be prefitted with all appurtenances shown on Hart Crowser Plan Sheet 6, including one underflow and one overflow weir, discharge opening, and liquid level indicator. 2.02 RIGID PIPE, VALVES, AND FITTINGS Rigid pipe and fittings shall be Schedule 40 PVC. 2.03 FLEXIBLE PIPE Flexible pipe shall be Tigerflex Series W PVC multipurpose suction hose manufactured by Kurlyama of America, Inc., or equivalent. 02224C-01 2.04 HOSE ' Hose shall be Vinylflow PVC general purpose discharge hose manufactured by Kurlyama of America, Inc., or equivalent. 2.05 PUMPS ' A. Pumps used for pumping from excavation pits shall be gasoline power, double-diaphragm pumps with sufficient capacity to prevent accumulation of groundwater and surface water runoff in the excavation pits. The suction end of pumps used for pumping from excavations shall be fitted with flexible pipe and a manufactured basket strainer with 0.5-inch screened perforations. B. Discharge pumps used for pumping water from the temporary holding tank to the sanitary sewer manhole shall be gasoline powered, centrifugal pumps with sufficient capacity to discharge the volume of the temporary holding tank in less than four hours. C. CONTRACTOR shall provide sufficient fuel supply for simultaneous use of pumps at full capacity during dewatering activities. D. Manufacturer's specifications and performance data for the pumps shall be submitted to PACCAR and ENGINEER for approval prior to shipment to the site. 2.06 FLOW METER Flow meter shall be an electronic flowmeter Endress+Hauser FTI 1942 DISCOMAG or equivalent, in conjunction with an indicator/totalizer Endress+Hauser 8190 Series or equivalent. Foowmeter and indicator/totalizer shall be housed in a fog-tight enclosure with a window for reading indicator/totalizer. CONTRACTOR shall supply temporary electrical power for the flowmeter and indicator/totalizer. Manufacturer's specifications and performance data for the flowmeter, indicator totalizer, and power supply shall be submitted to PACCAR and ENGINEER for approval prior to shipment of the flowmeter and indicator/totalizer to the site. ' 02224C-02 ' 2.07 REINFORCED PLASTIC SHEETING ' Reinforced plastic shall be a carbon-black nylon-reinforced polyethylene at least 6 mil in thickness, Reef Industries Griffolyn TX 1200. The CONTRACTOR shall ' provide a one piece reinforced plastic sheet in sufficient quantity to line temporary wastewater discharge area shown on Hart Crowser Plan Sheet 6. All seams shall be factory heat-bonded seams. ' 2.08 SANDBAGS ' Sandbags shall be woven, sunlight-resistant nylon or equivalent bags filled with clean sand and securely tied closed. Sandbags shall be suitable for frequent ' handling and all-season use. 2.09 BERMS ' Berms shall be constructed from the top one foot of native soil in the vicinity of the bermed area(s). Alternative: berms may be constructed from imported soil tbackfill (acceptable imported soil backfill is specified in Section 02223B). ' 2.10 OIL-ABSORBENT BOOMS Provide floating, oil-absorbent booms and/or pads, 3M Brand Powersorb (TM), or ' equivalent. Each boom shall be a minimum of 10 feet in length, and 6 inches in diameter. ' PART 3 - EXECUTION 3.01 CONSTRUCTION OF TEMPORARY WASTEWATER DISCHARGE AREA Construction of temporary wastewater discharge area shall be completed prior to start of excavation. A. The CONTRACTOR shall locate the temporary wastewater discharge ' area(s) under the direction of PACCAR. ' B. Grade area within the typical limits of a bermed area shown on Hart Crowser Plan Sheet 6 so that the area has no slope greater that 0.5 percent. 02224C-03 1 ' C. Construct berms in accordance with the Hart Crowser Plan Sheet 6. Leave one side temporarily unbermed to allow placement of wastewater holding ' tank. Complete construction of this berm after wastewater holding tank is in place. CONTRACTOR may elect to: 1. Construct berms by grading native soil from the top one foot of existing surface into berms, OR 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223B). Soil material used for the berms shall be approved b the ENGINEER PP Y ' prior to placement. D. Temporary wastewater discharge area and berms shall be lined with ' reinforced plastic prior to placement of the wastewater holding tank, installation of associated piping and fittings, pumps, and level controls. Place bermed soil over the perimeter of the plastic to secure plastic, as ' shown on Hart Crowser Plan Sheet 6. Use sufficient sandbags on the plastic surface to prevent displacement of the plastic by wind action. Excess reinforced plastic shall be maintained in orderly rolls secured by sandbags. Maintenance of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the ' reinforced plastic caused by shipping, handling, installation, or use. Repairs shall be made in accordance with the manufacturer's specifications and tape recommended for repair applications. E. Place wastewater holding tanks in initial locations as directed by PACCAR. ' F. Assemble pipes, valves, fittings, pump(s), and flow meter as shown on Hart Crowser Plan Sheet 6. Use fittings necessary to maintain watertight flow ' from tank to sewer pipe. CONTRACTOR shall provide temporary power for pump and flow meter. ' G. Prior to connecting the suction end of the rigid pipe to the tank, test the assembly using clean water from the fire hydrant located at the Kenworth R&D Building. In the presence of PACCAR or ENGINEER, continuously pump, meter, and discharge between 100 and 200 gallons of clean water with all mechanical and electrical components functioning properly. ' 02224C-04 H. CONTRACTOR is responsible for maintaining proper function of all mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. I. PACCAR or ENGINEER may require the CONTRACTOR to relocate the temporary wastewater discharge area(s), associated sanitary sewer connections, and apparatenances at any time. J. The CONTRACTOR shall construct and test all relocated temporary wastewater discharge area(s) and associated sanitary sewer connections according to 3.01 (A through G) above. ' K. PACCAR will pay the CONTRACTOR for each temporary wastewater discharge area relocation, sanitary sewer reconnection and testing on a unit price basis per Section 00550. t 3.02 REMOVAL OF WATER FROM EXCAVATIONS CONTRACTOR shall remove water from the excavations under any of the following conditions: P. Water removal is required to facilitate the placement of the sewer drain pipe per SSOE Specification, Section 02720, or at PACCAR's request. ► Water removal is required to minimize the moisture content of ' excavated soils or sediments. ' P. Water removal is required in order for soil or sediment samples to be collected; P. Water removal is required in order to remove free-floating petroleum product. A. The CONTRACTOR shall excavate one or more low-points (sumps) in the excavation pit. ' B. If free-floating product or sheen is visible on water surface, with the verbal approval of PACCAR, use absorbent pads and/or absorbent boom material t02224C-05 tto contain and collect product or sheen, and minimize pumping product or sheen during water pumping operations. C. With the approval of PACCAR, the CONTRACTOR shall pump water from sumps in the excavations to the temporary wastewater holding tank, ' as shown in Hart Crowser Plan Sheet 6. A section of flexible pipe shall be used between the suction and discharge ends of pumps and the rigid pipe ' connections leading to the excavation and temporary wastewater holding tank. ' D. All spills of water and liquids associated with the Houser Storm Sewer Bypass excavation and dewatering operations shall be contained in ' compliance with the CONTRACTOR's SPCC plan as specified in Section 01560. ' 3.03 DISPOSAL OF WATER A. Sampling. Impounded water or water pumped into the temporary ' wastewater holding tanks will be sampled by, and at the discretion of the ENGINEER. B. Disposal. The CONTRACTOR shall use one of two methods of disposal: ' 1. Water designated for METRO disposal by PACCAR shall be pumped to the temporary wastewater holding tank. Oil-absorbent booms or pads shall be used to remove floating sheen. Replace petroleum saturated booms before they are no longer effective for oil-absorption. Upon approval by PACCAR, discharge water to the ' sanitary sewer as shown on Hart Crowser Plan Sheet 6. PACCAR will pay any fees for disposal to METRO. CONTRACTOR is responsible for maintaining proper function of mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. CONTRACTOR shall ' maintain a minimum tank freeboard of 2 feet at all times, unless directed otherwise by PACCAR or ENGINEER. Payment for METRO disposal of wastewaters will be made on a unit price basis ' per Section 00550. 2. Water or product designated for off-site disposal by PACCAR shall ' be pumped to separate temporary holding tanks as designated by ' 02224C-06 t ' PACCAR. Water or product designated for off-site disposal shall be collected by tank trucks and legally disposed of off-site by the ' CONTRACTOR. Payment for off-site disposal of all wastewater will be made on a unit price basis per Section 00550. ' 3.04 TANK CLEANING AND SLUDGE REMOVAL ' A. The CONTRACTOR shall periodically remove the sludge accumulations from the wastewater holding tanks to prevent the development of a high settleable solids concentration in the wastewater holding tank. ' B. Wastewater holdingtanks will be steam cleaned or pressure washed b the P Y ' CONTRACTOR to remove the sludge remaining in the tanks upon completion of the Houser Storm Sewer Bypass wastewater discharges. The tanks will be cleaned to the tank vendor's specifications, and will be ' inspected by PACCAR or ENGINEER prior to release to the tank vendor. C. Wastewater generated in the cleaning process will be sampled by the ENGINEER prior to disposal. PACCAR or ENGINEER will direct the CONTRACTOR on the proper wastewater disposal method, specified in 3.03, (B) above, on completion of the chemical analysis. D. At PACCAR's direction the CONTRACTOR shall use the following methods for sludge disposal: ' 1. At the direction of PACCAR, the CONTRACTOR shall dry the sludge to reduce the moisture content of these materials as specified ' in Section 02514A. 2. Place the sludge removed from the tanks in stockpiles designated for ' Houser Storm Sewer Bypass soils as specified in Section 02282C. ' *** END OF SECTION 02224C *** ' 02224C-07 ' *** SECTION 02282C - HOUSER STORM SEWER BYPASS STOCKPILING *** PART 1 - GENERAL 1.01 SCOPE OF WORK A. Preparation of the stockpile area. ' B. Placement of materials in the prepared stockpile area. C. Covering of stockpiled materials. ' 1.02 RELATED SECTIONS 02220B Houser Storm Sewer Bypass Excavation and Hauling PART 2 - PRODUCTS ' 2.01 BERMS AND BERM TRUCK RAMPS 1 A. Berms and berm truck ramps shall be constructed from the top one foot of native soil the vicinity of the bermed areas. Alternative: berms and truck ramps may be constructed using imported soil backfill (acceptable imported ' soil backfill is specified in Section 02223B). ' 2.02 VISQUEEN PLASTIC SHEETING Visqueen plastic sheeting shall be a polyethylene material which is at least 6 mil in ' thickness. The CONTRACTOR shall provide sufficient quantity to line and cover the two adjacent stockpiles within the Houser Storm Sewer Bypass Native Stockpile Area shown on Hart Crowser Plan Sheet 5. Each bermed area shall be 35 feet wide (maximum) and 75 feet long (minimum). ' 2.03 SANDBAGS Sandbags shall be woven, sunlight-resistant nylon or equivalent bags filled with clean sand and tied closed. Sandbags shall be suitable for frequent handling and all-season use. ' 02282C-01 ' 2.04 GILLNET Ginetting shall be manufactured sunlight-resistant plastic gillnet suitable for frequent handling and all-season use. Sufficient gillnetting shall be provided by the CONTRACTOR to cover the stockpile area(s). The CONTRACTOR shall provide sufficient "S" hooks to attach gillnetting to sandbags. ' PART 3 - EXECUTION 3.01 PREPARATION OF SOIL STOCKPILE AREA ' A. soil stockpile Prepare area shown on Hart Crowser Plan Sheet 5. P CONTRACTOR shall prepare the stockpile area in portions corresponding to the area required to stockpile the material excavated during the next work day. The stockpile area shall be bermed to prevent stormwater from running on and/or off the stockpile area. The CONTRACTOR shall prevent excess rainwater and surface water runoff from entering the prepared stockpile area. B. The CONTRACTOR shall construct berms at the perimeter of the stockpile area as shown on Hart Crowser Plan Sheet 5, and at the unbermed edges of segregated materials, and at the unbermed edges of material excavated each day. Berms shall be constructed as shown on Cross Section B-B' of the Soil Stockpile on Plan Sheet 5. CONTRACTOR may elect to: ' Construct berms b grading native soil from the to one 1. Cons ru rm y gr g n p foot of ' existing surface into berms, OR 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223D). Soil material used for the berms shall be approved by the ENGINEER prior to placement. ' C. Construct typical truck ramps over soil berms as shown on Hart Crowser Plan Sheet 2. Care shall be taken to prevent damage to soil berms and truck ramps during soil stockpiling operations. Damage to berms or ramps 02282C-02 ' by CONTRACTOR shall be repaired by CONTRACTOR. CONTRACTOR may elect to: 1. Construct ramps by grading native soil from the top one foot of existing surface into berms, OR 2. Construct ramps using imported soil backfill (acceptable imported soil backfill is specified in Section 02223D). Soil material used for the ramps shall be approved by the ENGINEER prior to placement. ' D. Stockpile area(s), berms, and ramps shall be lined with visqueen plastic. Continuous perimeter sandbags and sufficient sandbags shall be used on the lined surface to prevent displacement of the reinforced plastic by wind ' action. Excess visqueen plastic shall be used to maintained in orderly rolls secured by sandbags. Maintenance of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair rdamage to the liner caused by shipping, handling, installation, or use. Repairs shall be made in accordance with the manufacturer's specifications and tape recommended for repair applications. 3.02 PLACEMENT OF MATERIALS IN PREPARED STOCKPILE AREAS A. Materials to be stockpiled shall be placed within berms on the protective liner in the prepared stockpile area. B. The CONTRACTOR shall place the material in the stockpile areas using a front end loader or truck. Care shall be taken to protect the visqueen ' plastic liner when placing materials. Where possible, avoid operating trucks or equipment directly on the visqueen plastic liner. C. Under the direction of PACCAR or ENGINEER, the CONTRACTOR will place materials visibly contaminated in separate stockpiles. These ' stockpiles shall be located in areas shown on Hart Crowser Plan Sheet 5. D. The CONTRACTOR shall stockpile the materials in piles which contain no more than the excavated volume removed between two consecutive manholes as shown on the SSOE Plan Sheets unless authorized by PACCAR or ENGINEER. r02282C-03 E. Clearly identify the contents and origin, by survey station number, of each stockpile using weatherproof labeling or equivalent marking attached securely to each separate stockpile. F. PACCAR or ENGINEER may stop stockpiling operations at any time to inspect stockpile contents, and to collect soil samples to verify the stockpile contents. ' 3.04 COVERING OF STOCKPILED MATERIALS ' A. At the end of each day of stockpiling materials, the CONTRACTOR shall cover materials with visqueen plastic as shown on Hart Crowser Plan Sheet 5. The visqueen plastic cover shall be secured using gillnetting and tperimeter sandbags. Continuous perimeter sandbags shall be connected to the gillnetting by sufficient "S" hooks to prevent displacement of the reinforced plastic by wind action. Excess visqueen plastic shall be maintained and secured in orderly rolls by sufficient sandbags. Maintenance of visqueen plastic cover and associated materials is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the visqueen plastic cover and liner caused by shipping, ' handling, installation, or use. Repairs shall be made in accordance with the manufacturer's specifications and recommended tape for repair applications. *** END OF SECTION 02282C *** 02282C-04 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS t SECTION 02720 STORM SEWERAGE ' 1 . PART 1 - GENERAL ' 1 . 1 SUMMARY 1 . 1 . 1 This Section includes storm sewer intercept ' piping and appurtenances . 1 . 1 . 2 Related Sections . The following sections contain requirements that relate to this ' section: A. Division 2 Section "Earthwork" for ' excavation and backfill and geotextile fabric. ' 1 .2 SUBMITTALS 1 .2 . 1 Product data for piping specialties . ' 1 . 2 . 2 Shop drawings for precast concrete manholes including frames and cover. ' 1 . 3 QUALITY ASSURANCE 1 .3 .1 Environmental Compliance : Comply with ' applicable portions of local environmental agency regulations pertaining to storm sewerage systems . ' 1 .3 .2 Utility Compliance: Comply with City of Renton regulations and standards pertaining to storm sewerage systems . ' 1 . 4 PROJECT CONDITIONS ' 1 .4 . 1 Site Information: Perform site survey, research public utility records, and verify existing utility locations . Verify that storm piping may ' be installed in compliance with drawings and referenced standards prior to construction. A. Locate existing storm sewerage system piping ' and structures that are to be abandoned, closed or connected to . 02720-1 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 1 1 . 5 SEQUENCING AND SCHEDULING ' 1 . 5 .1 Coordinate work with work performed by others . ' 2 . PART 2 - PRODUCTS 2 .1 MANUFACTURERS ' 2 .1 . 1 Available Manufacturers : Subject to compliance with requirements, manufacturers products that may be incorporated in the Work include but are not limited to the following: A. Underground Warning Tapes : ' (1) Allen Systems, Inc. ; Reef Industries, Inc . ' (2) Brady (W.H. ) Co . ; Signmark Div. ' (3 ) Calpico, Inc . (4) Carlton Industries, Inc. ' (5) EMED Co. , Inc . (6) Seton Name Plate Co . ' 2 .2 PIPE AND FITTINGS t 2 .2 . 1 General : Provide pipe and pipe fitting materials compatible with each other and appropriate for indicated installation. ' 2 .2 . 2 Reinforced Concrete Sewer Pipe and Fittings : ASTM C 76, Class II, Wall B, for rubber gasket joints . ' A. Gaskets : ASTM C 443 , rubber. ' 2 .3 MANHOLES 2 .3 . 1 Precast Concrete Manholes : ASTM C 478 , precast reinforced concrete, of depth indicated with ' provision for rubber gasket joints . A. Base Section: 6-inch minimum thickness for ' floor slab and 4-inch minimum thickness for walls and base riser section, and having a separate base slab or base section with ' integral floor. ' 02720-2 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS B. Riser Sections : 4-inch minimum thickness, diameter as indicated, and lengths to provide depth indicated. ' C. Top Section: Eccentric cone type, unless concentric cone or flat-slab-top type is indicated. Top of cone to match grade ' rings . D. Grade Rings : Provide 2 or 3 reinforced ' concrete rings, of 6 to 9 inches total thickness and match 24-inch diameter frame and cover. ' E. Gaskets : ASTM C 443 , rubber. F . Steps : Cast into base, riser, and top sections sidewall at 12-to 16-inch intervals . G. Pipe Connectors : ASTM C 923 , resilient, of size required, for each pipe connecting to base section. ' H. Lid and Frame: Ductile iron per City of Renton requirements . ' 2 .4 IDENTIFICATION 2 .4 .1 Plastic Underground Warning Tapes : Polyethylene ' plastic tape, 6 inches wide by 4 mils thick, solid green in color with continuously printed caption in black letters "CAUTION - SEWER LINE ' BURIED BELOW. " - 3 . PART 3 EXECUTION ' 3 . 1 PREPARATION OF FOUNDATION FOR BURIED SEWER PIPING 3 . 1 . 1 Grade trench bottom to provide a smooth, firm, ' stable, and rock-free foundation, throughout the length of the pipe. ' 3 . 1 .2 Remove unstable, soft, and unsuitable materials at the surface upon which pipes are to be laid, and backfill with clean sand or pea gravel to indicated level . ' 3 . 1 .3 Shape bottom of trench to fit bottom of pipe. Fill unevenness with tamped sand backfill . Dig ' bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation. ' 02720-3 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 3 . 1 .4 Install geotextile fabric in excavation. ' Installed fabric shall form a barrier between existing soil and newly placed fill . 3 .2 PIPE APPLICATIONS FOR UNDERGROUND STORM SEWERS ' 3 .2 . 1 Pipe Sizes 12 Inches and Larger: Reinforced concrete sewer pipe and fittings . ' 3 . 3 INSTALLATION, GENERAL ' 3 . 3 .1 General Locations and Arrangements : Drawings (plans and details) indicate the general location and arrangement of the underground storm sewerage system piping. Location and arrangement of piping layout take into account many design considerations . Install the piping as indicated, to the extent practical . ' 3 .3 . 2 Install piping beginning at low point of systems, true to grades and alignment indicated ' with unbroken continuity of invert . Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings in accordance with manufacturer' s recommendations 1 for use of lubricants, cements, and other installation requirements . Maintain swab or drag in line and pull past each joint as it is ' completed. 3 .4 PIPE AND TUBE JOINT CONSTRUCTION AND INSTALLATION ' 3 . 4 . 1 Join concrete pipe and fittings with rubber gaskets in accordance with ASTM C 443 , and ' install piping in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual . " ' 3 .5 MANHOLES 3 . 5 . 1 General : Install manholes complete with accessories as indicated. Set tops of frames and covers flush with finish surface where manholes occur in pavements . Elsewhere, set ' tops 3 inches above finish surface, unless otherwise indicated. 3 .5 .2 Place precast concrete manhole sections as indicated, and install in accordance with ASTM C 891 . ' 3 . 5 . 3 Provide rubber joint gasket complying with ASTM C 443 at joints of sections . ' 02720-4 ' PACCAR INC. SSOE 915006 HOUSER STORM SEWER BYPASS 3 . 6 INSTALLATION OF IDENTIFICATION 3 . 6 . 1 Install continuous plastic underground warning tape during back-filling of trench for underground water service piping. Locate 6 to ' 8 inches below finished grade, directly over piping. 3 .7 FIELD QUALITY CONTROL 3 .7 . 1 Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. 3 .7 .2 Cleaning: Clear interior of piping and t structures of dirt and other superfluous material as work progresses . Maintain swab or drag in piping and pull past each joint as it is ' completed. A. In large, accessible piping, brushes and ' brooms may be used for cleaning. B. Place plugs in ends of uncompleted pipe at 1 end of day or whenever work stops . C. If required by local authority, flush piping between manholes to remove collected debris . 3 .7 .3 Interior Inspection: Inspect piping to determine whether line displacement or other ' damage has occurred. A. Make inspections after pipe between manholes ' and manhole locations has been installed and approximately 2 feet of backfill is in place, and again at completion of project . ' B. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct defects and ' reinspect . END OF SECTION ' 02720-5 1 1 ' DIVISION 2D - SITE WORK FOR SOUTH SITE INTERCEPTOR i 1 1 r r r r r r r r r r r r r PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR ' SECTION 02200 EARTHWORK 1 . PART 1 - GENERAL 1 . 1 SUMMARY 1 .1 . 1 This Section includes excavating and backfilling ' for underground piping and appurtenances . 1 . 1 .2 Furnish fill materials from off-site borrows . Reuse of excavated materials will not be allowed. 1 . 1 . 3 Comply with City of Renton requirements for preparation of subgrade for bedding pipes and for preparation of subgrade under paving for paving repairs . ' 1 .2 RELATED SPECIFICATIONS 1 .2 . 1 02224C South Site Interceptor Dewatering 1 .2 .2 02282C South Site Interceptor Stockpiling 1 .3 DEFINITIONS 1 . 3 . 1 Excavation consists of removal of material ' encountered to elevations necessary for installation of storm sewer. 1 .3 . 2 Unauthorized excavation consists of removal of materials beyond subgrade elevations necessary for proper completion of the work without specific direction of PACCAR OR ENGINEER. Unauthorized excavation, as well as remedial work directed by PACCAR OR ENGINEER, shall be at Contractor' s expense. 1 . 3 .3 Subgrade: The undisturbed earth or the compacted soil layer immediately below granular subbase, drainage fill, or topsoil materials . 1 . 4 SUBMITTALS ' 1 . 4 . 1 Test Reports : Submit the following reports directly to PACCAR AND ENGINEER from the testing services, with copy to Contractor: A. Compaction test reports . 02200-1 PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR 1 . 4 .2 Submit manufacturer' s data stating the ' properties of the geotextile to PACCAR and the ENGINEER for review, prior to delivery of the geotextile to the site. 1 . 5 QUALITY ASSURANCE 1 . 5 . 1 Codes and Standards : Perform excavation work in ' compliance with applicable requirements of authorities having jurisdiction . 1 . 5 . 2 Testing and Inspection Service: Owner will employ and pay for a qualified independent geotechnical testing and inspection laboratory to perform testing and inspection service during earthwork operations . 1 . 6 PROJECT CONDITIONS 1 . 6 . 1 Existing Utilities : Locate existing underground utilities in areas of excavation work. If utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations . A. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions . Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. B. Do not interrupt existing utilities serving facilities occupied by Owner or others, during occupied hours, except when permitted in writing by PACCAR AND ENGINEER and then only after acceptable temporary utility services have been provided. C. Provide minimum of 48-hour notice to PACCAR AND ENGINEER and receive written notice to proceed before interrupting any utility. D. Demolish and completely remove from site existing underground utilities indicated to ' be removed. Coordinate with utility companies for shutoff of services if lines are active . 02200-2 PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR 2 . PART 2 - PRODUCTS 1 2 . 1 SOIL MATERIALS 2 . 1 . 1 Do not reuse soil materials excavated from site. Use only imported soil material . 2 . 1 . 2 Subbase Material : To meet City of Renton requirements . 2 . 1 . 3 Bedding Material : Per American Public Works Association, Washington State Chapter, Standard Specifications Section 61-2 (APWA 61-2 ) Type 1 . r2 .1 . 4 Backfill and Fill Materials : Native granular material, free from weathered basalt or other rock, concrete, asphalt, wood, bark, or other extraneous material and chemical contamination, and to meet the following gradation requirements : Sieve Size Percent Passing ' 2-1/2 " square 100 1/4 " square 25 to 70 U.S . No . 40 40 max. U. S . No . 200 5 max. All percentages are by dry weight . That portion of backfill retained on a 1/4-inch square sieve shall contain not more than 0 . 20 percent by weight of wood waste. PACCAR reserves the right to inspect the source of imported soil backfill . 2 . 2 GEOTEXTILE FABRIC 2 .2 . 1 Geotextile shall be a nonwoven, needle punched, polyester or polypropylene fabric with a minimum mass per unit area of 8 oz . /square yard and a minimum puncture strength (per ASTM D4833 ) of 40 pounds . 3 . PART 3 - EXECUTION ' 3 . 1 EXCAVATION ' 3 . 1 . 1 Excavation is unclassified and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. 02200-3 tPACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR A. Earth Excavation includes excavation of pavements and other obstructions visible on surface; underground structures, utilities, and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as unauthorized excavation. ' 3 .2 STABILITY OF EXCAVATIONS 3 .2 . 1 General : Comply with local codes, ordinances, ' and requirements of agencies having jurisdiction. 3 . 3 DEWATERING 3 .3 . 1 Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. A. Do not allow water to accumulate in excavations . Remove water to prevent softening of trench bottoms . Provide and maintain pumps and other dewatering system components necessary to convey water away ' from excavations . B. Establish and maintain temporary diversions outside excavation limits to convey rain water and water removed from excavations to collecting areas . Do not use trench excavations as temporary drainage ditches . C. Dispose of water per Section 02224D. i3 . 4 EXCAVATED MATERIALS 3 . 4 . 1 Dispose of excess excavated soil material and materials as per Specification Section 02282D. 3 . 5 TRENCH EXCAVATION 3 . 5 . 1 Excavate trenches to uniform width, sufficiently wide to provide ample working room and a minimum of 12 inches of clearance on both sides of pipe or conduit . ' 3 . 5 .2 Excavate trenches and conduit to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil . Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. ' 02200-4 ' PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR A. For pipes and equipment 6 inches or larger ' in nominal size, shape bottom of trench to fit bottom of pipe for 90 degrees (bottom 1/4 of the circumference) . Fill depressions t with tamped bedding. At each pipe joint, dig bell holes to relieve pipe bell of loads ensure continuous bearing of pipe barrel on bearing surface. 3 . 6 COLD WEATHER PROTECTION ' 3 . 6 . 1 Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F. 3 .7 BACKFILL AND FILL ' 3 .7 . 1 General : Place soil material in layers to required subgrade elevations, for each area classification listed below, using materials specified in Part 2 of this Section. A. Under grassed areas, use backfill material . ' B. Under walks and pavements, use subbase material, satisfactory backfill material, or a combination. C . Under piping use subbase materials where required for correction of unauthorized excavation. Shape excavation bottom to fit bottom 90 degrees of cylinder. D. Do not backfill trenches until tests and ' inspections have been made and backfilling is authorized by PACCAR OR THE ENGINEER. Use care in backfilling to avoid damage or ' displacement of pipe systems . 3 .7 .2 Backfill excavations as promptly as work permits, but not until work is inspected and ' accepted. 3 . 8 PLACEMENT AND COMPACTION 3 . 8 . 1 Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, ' obstructions, and deleterious materials from ground surface prior to placement of fills . 3 . 8 . 2 Place backfill and fill materials in layers not ' more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not ' 02200-5 PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR more than 4 inches in loose depth for material ' compacted by hand-operated tampers . 3 . 8 .3 Before compaction, moisten or aerate each layer ' as necessary to provide optimum moisture content . Compact each layer to required percentage of maximum dry density or relative ' dry density indicated on the plans . Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. ' 3 . 8 . 4 Place backfill and fill materials evenly adjacent to structures and piping to required elevations . Prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure or piping to approximately same ' elevation in each lift . 3 . 8 . 5 Control soil and fill compaction, providing minimum percentage of density per ASTM D1557 ' indicated on the plans . Correct improperly compacted areas or lifts as directed by PACCAR OR ENGINEER if soil density tests indicate ' inadequate compaction. A. Moisture Control : Where subgrade or layer ' of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade or layer of soil material . Apply water in minimum ' quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations . ' (1) Remove and replace, or scarify and air dry, soil material that is too wet to ' permit compaction to specified density. (2) Stockpile or spread soil material that ' has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing t until moisture content is reduced to a satisfactory value. ' 3 . 9 GRADING 3 . 9 . 1 General : Uniformly grade disturbed areas to match existing grades . ' 02200-6 ' PACCAR INC . SSOE 915010 SOUTH SITE INTERCEPTOR 3 . 9 .2 Finish surfaces free from irregular surface ' changes . 3 . 9 . 3 Compaction: After grading, compact subgrade ' surfaces to the depth and indicated percentage of maximum or relative density for each area classification. ' 3 . 10 PAVEMENT SUBBASE COURSE 3 . 10 . 1 General : Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. 3 . 10 .2 Grade Control : During construction, maintain lines and grades including crown and cross-slope of subbase course. ' 3 .10 .3 Placing: Place subbase course material on prepared subgrade in layers of uniform t thickness, conforming to indicated cross-section and thickness . Maintain optimum moisture content for compacting subbase material during placement operations . A. When a compacted subbase course is 6 inches thick or less, place material in a single ' layer. When indicated to be more than 6 inches thick, place material in equal layers, except no single layer more than 6 inches or less than 3 inches in thickness when compacted. ' 3 . 11 FIELD QUALITY CONTROL 3 . 11 . 1 Quality Control Testing During Construction: Allow testing service to inspect and approve each subgrade and fill layer before further backfill or construction work is performed. ' 3 . 12 EROSION CONTROL 3 . 12 . 1 Provide erosion control methods in accordance with requirements of authorities having jurisdiction. ' 3 . 12 . 2 Hydroseed disturbed areas per the City of Renton Requirements . ' 02200-7 ' PACCAR INC . SSOE 915010 SOUTH SITE INTERCEPTOR 3 . 13 MAINTENANCE ' 3 . 13 .1 Protection of Graded Areas : Protect newly graded areas from traffic and erosion. Keep free of trash and debris . 3 . 13 .2 Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances . 3 . 13 .3 Reconditioning Compacted Areas : Where completed ' compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. 3 . 13 . 4 Settling: Where settling is measurable or observable at excavated areas during general ' project warranty period, remove surface (pavement, lawn, or other finish) , add backf ill material, compact, and replace surface treatment . Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3 . 14 PAVING - PATCHING AND REPAIR ' 3 . 14 . 1 Comply with City of Renton requirements for paving materials and installation. ' 3 . 15 DISPOSAL OF EXCESS AND WASTE MATERIALS 3 . 15 . 1 Removal to Designated Areas on Owner' s Property: Transport excess excavated material to designated soil storage areas on Owner' s property. END OF SECTION ' 02200-8 *** SECTION 02224D - SOUTH SITE INTERCEPTOR DEWATERING *** PART 1 - GENERAL ' 1.01 SECTION INCLUDES A. Construction of temporary wastewater discharge area ' B. Removal of surface water and groundwater from excavations C. Disposal of water ' 1.02 RELATED SECTIONS 00550 Bid Forms 01560 Environmental Protection PART 2 - PRODUCTS 2.01 TEMPORARY WASTEWATER HOLDING TANKS Tanks shall be clean, portable, open-top, steel tanks with a capacity of 500 barrels (21,000 gallons) by Baker Tank, Inc. Tanks shall be prefitted with all appurtenances shown on Hart Crowser Plan Sheet 6, including one underflow and one overflow weir, discharge opening, and liquid level indicator. ' 2.02 RIGID PIPE, VALVES, AND FITTINGS ' Rigid pipe and fittings shall be Schedule 40 PVC. 2.03 FLEXIBLE PIPE ' Flexible shall be Ti erflex Series W PVC multipurpose suction hose pipe g PAP ' manufactured by Kurlyama of America, Inc., or equivalent. 2.04 HOSE Hose shall be Vinylflow PVC general purpose discharge hose manufactured by Kurlyama of America, Inc., or equivalent. 02224D-01 ' 2.05 PUMPS A. Pumps used for pumping from excavation pits shall be gasoline power, double-diaphragm pumps with sufficient capacity to prevent accumulation of groundwater and surface water runoff in the excavation pits. The suction end of pumps used for pumping from excavations shall be fitted with flexible pipe and a manufactured basket strainer with 0.5-inch ' screened perforations. B. Discharge pumps used for pumping water from the temporary holding tank to the sanitary sewer manhole shall be gasoline powered centrifugal pumps with sufficient capacity to discharge the volume of the temporary holding tank in less than four hours. C. CONTRACTOR shall provide sufficient fuel supply for simultaneous use of pumps at full capacity during dewatering activities. D. Manufacturer's specifications and performance data for the pumps shall be submitted to PACCAR and ENGINEER for approval prior to shipment to the site. ' 2.06 FLOW METER Flow meter shall be an electronic flowmeter Endress+Hauser FTI 1942 DISCOMAG or equivalent, in conjunction with an indicator/totalizer Endress+Hauser 8190 Series or equivalent. Foowmeter and indicator/totalizer ' shall be housed in a fog-tight enclosure with a window for reading indicator/totalizer. CONTRACTOR shall supply temporary electrical power for the flowmeter and indicator/totalizer. Manufacturer's specifications and performance data for the flowmeter, indicator totalizer, and power supply shall be submitted to PACCAR and ENGINEER for approval prior to shipment of the flowmeter and indicator/totalizer to the site. ' 2.07 REINFORCED PLASTIC SHEETING Reinforced plastic shall be a carbon-black nylon-reinforced polyethylene at least 6 ' mil in thickness, Reef Industries Griffolyn TX 1200. The CONTRACTOR shall provide a one piece reinforced plastic sheet of sufficient quantity to line temporary wastewater discharge area shown on Plan Sheet 6 with one piece. All seams shall be factory heat-bonded seams. 02224D-02 ' 2.08 SANDBAGS ' Sandbags shall be woven, sunlight-resistant nylon or equivalent bags filled with clean sand and securely tied closed. Sandbags shall be suitable for frequent handling and all-season use. ' 2.09 BERMS ' Berms shall be constructed from the top one foot of native soil in the vicinity of the bermed area(s). Alternative: berms may be constructed from imported soil ' backfill (acceptable imported soil backfill is specified in Section 02223B). 2.10 OIL-ABSORBENT BOOMS Provide floating, oil-absorbent booms and/or pads, 3M Brand Powersorb (TM), or equivalent. Each boom shall be a minimum of 10 feet in length, and 6 inches in diameter. ' PART 3 - EXECUTION 3.01 CONSTRUCTION OF TEMPORARY WASTEWATER DISCHARGE AREA Construction of temporary wastewater discharge area shall be completed prior to ' start of excavation. A. The CONTRACTOR shall locate the temporary wastewater discharge ' area(s) under the direction of PACCAR. B. Grade area within the typical limits of the bermed area shown on Hart Crowser Plan Sheet 4 so that the area has no slope greater that 0.5 percent. C. Construct typical berms in accordance with the Hart Crowser Plan Sheet 6. Leave one side temporarily unbermed to allow placement of wastewater holding tank. Complete construction of this berm after wastewater holding tank is in place. CONTRACTOR may elect to: ' 1. Construct berms by grading native soil from the top one foot of existing surface into berms, OR 02224D-03 ' 2. Construct berms using imported soil backfill (acceptable imported soil backfill is specified in Section 02223B). Soil material used for the berms shall be approved by the ENGINEER prior to placement. D. Temporary wastewater discharge area and berms shall be lined with P rY g ' reinforced plastic prior to placement of the wastewater holding tank, installation of associated piping and fittings, pumps, and level controls. Place bermed soil over the perimeter of the plastic to secure plastic, as shown on Hart Crowser Plan Sheet 6. Use sufficient sandbags on the plastic surface to prevent displacement of the plastic by wind action. Excess reinforced plastic shall be maintained in orderly rolls secured by sandbags. Maintenance of reinforced plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the reinforced plastic caused by shipping, handling, installation, or use. Repairs shall be made in accordance with the manufacturer's specifications and tape recommended for repair applications. E. Place wastewater holding tanks in initial locations as directed by PACCAR. F. Assemble pipes, valves, fittings, pump(s), and flow meter as shown on Hart Crowser Plan Sheet 6. Use fittings necessary to maintain watertight flow from tank to sewer pipe. CONTRACTOR shall provide temporary power for pump and flow meter. G. Prior to connecting the suction end of the flexible pipe to the tank, test the iassembly using clean water from the fire hydrant located at the Kenworth R&D Building. In the presence of PACCAR or ENGINEER, continuously pump, meter, and discharge between 100 and 200 gallons of clean water with all mechanical and electrical components functioning properly. ' H. CONTRACTOR is responsible for maintaining proper function of all mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. 0222413-04 I. PACCAR or ENGINEER may require the CONTRACTOR to relocate the temporary wastewater discharge area(s), associated sanitary sewer ' connections, and apparatenances at any time. J. The CONTRACTOR shall construct and test all relocated temporary ' wastewater discharge area(s) and associated sanitary sewer connections according to 3.01 (A through G) above. ' K. PACCAR will pay the CONTRACTOR for each temporary wastewater discharge area relocation, sanitary sewer reconnection and testing on a unit ' price basis per Section 00550. 3.02 REMOVAL OF WATER FROM EXCAVATIONS CONTRACTOR shall remove water from the excavations under any of the ' following conditions: ► Water removal is required to facilitate the placement of the sewer ' drain pipe per SSOE Specification, Section 02720, or at PACCAR's request. ' ► Water removal is required to minimize the moisture content of excavated soils or sediments. ► Water removal is required in order for soil or sediment samples to be collected; ' P. Water removal is required in order to remove free-floating g ' petroleum product. A. The CONTRACTOR shall excavate one or more low-points (sumps) in the ' excavation pit. B. If free-floating product or sheen is visible on water surface, with the verbal ' approval of PACCAR, use absorbent pads and/or absorbent boom material to contain and collect product or sheen, and minimize pumping product or ' sheen during water pumping operations. C. With the approval of PACCAR, The CONTRACTOR shall pump water from sumps in the excavations to the temporary wastewater holding tank(s), ' 02224D-05 ' as shown in Hart Crowser Plan Sheet 6. A section of flexible pipe shall be used between the suction and discharge ends of pumps and the rigid pipe ' connections leading to the excavation and temporary wastewater holding tank. ' D. All spills of water and liquids associated with the South Site Interceptor excavation and dewatering operations shall be contained in compliance with ' the CONTRACTOR's SPCC plan as specified in Section 01560. 3.03 DISPOSAL OF WATER ' A. Sampling. Impounded water or water pumped into the temporary P rY ' wastewater holding tanks will be sampled by, and at the discretion of the ENGINEER. ' B. Disposal. The CONTRACTOR shall use one of two methods of disposal: 1. Water designated for METRO disposal by PACCAR shall be ' pumped to the temporary wastewater holding tank. Oil-absorbent booms or pads shall be used to remove floating sheen. Replace ' petroleum saturated booms before they are no longer effective for oil-absorption. Upon approval by PACCAR, discharge water to the sanitary sewer as shown on Hart Crowser Plan Sheet 6. PACCAR ' will pay any fees for disposal to METRO. CONTRACTOR is responsible for maintaining proper function of mechanical and electrical components, including watertightness, during operation of the temporary wastewater discharge facility. CONTRACTOR shall maintain a minimum tank freeboard of 2 feet at all times, unless directed otherwise by PACCAR or ENGINEER. Payment for METRO disposal of wastewater will be made on a unit price basis per Section 00550. ' 2. Water or product designated for off-site disposal by PACCAR shall be pumped to separate temporary holding tanks as designated by ' PACCAR. Water or product designated for off-site disposal shall be collected by tank trucks and legally disposed of off-site by the ' CONTRACTOR. Payment for off-site disposal of all wastewater will be made on a unit price basis per Section 00550. t02224D-06 3.04 TANK CLEANING AND SLUDGE REMOVAL ' A. The CONTRACTOR shall periodically remove the sludge accumulations from the wastewater holding tanks to prevent the development of a high settleable solids concentration in the wastewater holding tank. B. Wastewater holdingtanks will be steam cleaned or pressure washed b the P Y ' CONTRACTOR to remove the sludge remaining in the tanks upon completion of the South Site Interceptor wastewater discharges. The tanks will be cleaned to the tank vendor's specifications, and will be inspected by ' PACCAR or ENGINEER prior to release to the tank vendor. C. Wastewater generated in the cleaning process will be sampled by the ' ENGINEER prior to disposal. PACCAR or ENGINEER will direct the CONTRACTOR on the proper wastewater disposal method, specified in ' 3.03 (B) above, on completion of the chemical analysis. D. At PACCAR's direction the CONTRACTOR shall use the following methods for sludge disposal: 1. At the direction of PACCAR, the CONTRACTOR shall dry the sludge to reduce the moisture content of these materials as specified in Section 02514A. 2. Place the sludge removed from the tanks in stockpiles designated for South Site Interceptor soils as specified in Section 02282D. ' *** END OF SECTION 02224D *** t 02224D-07 ' *** SECTION 02282D - SOUTH SITE INTERCEPTOR STOCKPILING *** PART 1 - GENERAL 1.01 SCOPE OF WORK ' A. of the stockpile Preparation stoc ile area. P ' B. Placement of materials in the prepared stockpile area. C. Covering of stockpiled materials. 1.02 RELATED SECTIONS 02220D South Site Interceptor Excavation and Hauling ' PART 2 - PRODUCTS 2.01 BERMS AND BERM TRUCK RAMPS A. Berms and berm truck ramps shall be constructed from the top one foot of native soil the vicinity of the bermed areas. Alternative: berms and truck ramps may be constructed using imported soil backfill (acceptable imported ' soil backfill is specified in Section 02223B). 2.02 VISQUEEN PLASTIC SHEETING ' Vis ueen plastic sheeting shall be apolyethylene material which is at least 6 mil in q P g thickness. The CONTRACTOR shall provide sufficient quantity to line and cover the two adjacent stockpiles within the South Site Interceptor Native Stockpile Area shown on Hart Crowser Plan Sheet 5. Each bermed area shall be 35 feet wide (maximum) and 75 feet long (minimum). 2.03 SANDBAGS Sandbags shall be woven, sunlight-resistant nylon or equivalent bags filled with ' clean sand and tied closed. Sandbags shall be suitable for frequent handling and all-season use. ' 0228213-01 1 2.04 GILLNET ' Ginetting shall be manufactured sunlight-resistant plastic gillnet suitable for frequent handling and all-season use. Sufficient gillnetting shall be provided by the CONTRACTOR to cover the stockpile area(s). The CONTRACTOR shall ' provide sufficient "S" hooks to attach gillnetting to sandbags. ' PART 3 - EXECUTION 3.01 PREPARATION OF SOIL STOCKPILE AREA ' A. Prepare soil stockpile area shown on Hart Crowser Plan Sheet 5. CONTRACTOR shall prepare the stockpile area in portions corresponding to the area required to stockpile the material excavated during the next work day. The stockpile area shall be bermed to prevent stormwater from ' running on and/or off the stockpile area. The CONTRACTOR shall prevent excess rainwater and surface water runoff from entering the prepared stockpile area. ' B. The CONTRACTOR shall construct typical berms at the perimeter of the tYP ' stockpile area as shown on Hart Crowser Plan Sheet 2, and at the unbermed edges of segregated materials, and at the unbermed edges of material excavated each day. Berms shall be constructed as shown on ' Cross Section B-B' of the Soil Stockpile on Plan Sheet 5. CONTRACTOR may elect to: ' 1. Construct berms b grading native soil from the to one foot of Y Si' g P existing surface into berms, OR 2. Construct berms using imported soil backfill (acceptable imported ' soil backfill is specified in Section 02223D). Soil material used for the berms shall be approved by the ENGINEER prior to placement. ' C. Construct typical truck ramps over soil berms as shown on Hart Crowser Plan Sheet 2. Care shall be taken to prevent damage to soil berms and truck ramps during soil stockpiling operations. Damage to berms or ramps ' 02282D-02 ' by CONTRACTOR shall be repaired by CONTRACTOR. CONTRACTOR may elect to: 1. Construct ramps by grading native soil from the top one foot of existing surface into berms, OR ' 2. Construct ramps using imported soil backfill (acceptable imported ' soil backfill is specified in Section 02223D). Soil material used for the ramps shall be approved by the ENGINEER ' prior to placement. D. Stockpile area(s), berms, and ramps shall be lined with visqueen plastic. ' Continuous perimeter sandbags and sufficient sandbags shall be used on the lined surface to prevent displacement of the visqueen plastic by wind ' action. Excess visqueen plastic shall be used to maintained in orderly rolls secured by sandbags. Maintenance of visqueen plastic placement is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the visqueen plastic liner caused by shipping, handling, installation, or use. Repairs shall be accomplished with the manufacturer's recommended tape for this application. 3.02 PLACEMENT OF MATERIALS IN PREPARED STOCKPILE AREAS A. Materials to be stockpiled shall be placed within berms on the protective liner in the prepared stockpile area. ' B. The CONTRACTOR shall place the material in the stockpile areas using a front end loader or truck. Care shall be taken to protect the visqueen plastic liner when placing materials. Where possible, avoid operating trucks or equipment directly on the visqueen plastic liner. C. Under the direction of PACCAR or ENGINEER, the CONTRACTOR will place materials visibly contaminated in separate stockpiles. These stockpiles shall be located in areas shown on Hart Crowser Plan Sheet 5. ' D. The CONTRACTOR shall stockpile the materials in piles which contain no kP ' more than the excavated volume removed between two consecutive manholes as shown on the SSOE Plan Sheets unless authorized by PACCAR or ENGINEER. ' 02282D-03 E. Clearly identify the contents and origin, by survey station number, of each stockpile using weatherproof labeling or equivalent marking attached securely to each separate stockpile. F. PACCAR or ENGINEER may stop stockpiling operations at any time to ' inspect stockpile contents, and to collect soil samples to verify the stockpile contents. ' 3.04 COVERING OF STOCKPILED MATERIALS A. At the end of each day of stockpiling materials, the CONTRACTOR shall cover materials with visqueen plastic as shown on Hart Crowser Plan Sheet 5. Visqueen plastic cover shall be secured using gillnetting and perimeter sandbags. Continuous perimeter sandbags shall be connected to the gillnetting by sufficient "S" hooks to prevent displacement of the reinforced ' plastic by wind action. Excess visqueen plastic shall be maintained and secured in orderly rolls by sufficient sandbags. Maintenance of the visqueen plastic cover and associated materials is the responsibility of the CONTRACTOR. The CONTRACTOR shall repair damage to the visqueen cover and liner caused by shipping, handling, installation, or use. Repairs shall be made in accordance with the manufacturer's specifications and recommended tape for repair applications. ' *** END OF SECTION 02282D *** ' 02282D-04 PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR ' SECTION 02720 STORM SEWERAGE 1 . PART 1 - GENERAL ' 1 . 1 SUMMARY 1 . 1 . 1 This Section includes storm sewer intercept piping and appurtenances . 1 . 1 .2 Related Sections : The following sections ' contain requirements that relate to this section: ' A. Division 2 Section "Earthwork" for excavation and backfill and geotextile fabric . 1 . 2 SUBMITTALS 1 .2 . 1 Product data for piping specialties . 1 .2 .2 Shop drawings for precast concrete manholes including frames and cover. ' 1 .3 QUALITY ASSURANCE 1 . 3 . 1 Environmental Compliance: Comply with applicable portions of local environmental agency regulations pertaining to storm sewerage systems . ' 1 . 3 .2 Utility Compliance: Comply with City of Renton regulations and standards pertaining to storm ' sewerage systems . 1 . 4 PROJECT CONDITIONS ' 1 .4 . 1 Site Information: Perform site survey, research public utility records, and verify existing utility locations . Verify that storm piping may ' be installed in compliance with drawings and referenced standards prior to construction. A. Locate existing storm sewerage system piping and structures that are to be abandoned, closed or connected to . i ' 02720-1 PACCAR INC . SSOE 915010 SOUTH SITE INTERCEPTOR 1 . 5 SEQUENCING AND SCHEDULING 1 . 5 . 1 Coordinate work with work performed by others . 2 . PART 2 - PRODUCTS i 2 . 1 MANUFACTURERS ■ 2 . 1 . 1 Available Manufacturers : Subject to compliance with requirements, manufacturers products that may be incorporated in the Work include but are not limited to the following: A. Underground Warning Tapes : (1) Allen Systems, Inc . , Reef Industries, Inc . (2 ) Brady (W.H. ) Co. ; Signmark Div. ' (3) Calpico, Inc . (4) Carlton Industries, Inc . 1 (5) EMED Co. , Inc . (6) Seton Name Plate Co . 2 .2 PIPE AND FITTINGS 2 .2 . 1 General : Provide pipe and pipe fitting materials compatible with each other and appropriate for indicated installation. 2 .2 .2 Reinforced Concrete Sewer Pipe and Fittings : ASTM C 76, Class II, Wall B, for rubber gasket joints . A. Gaskets : ASTM C 443 , rubber. ' 2 .3 MANHOLES 2 . 3 . 1 Precast Concrete Manholes : ASTM C 478, precast t reinforced concrete, of depth indicated with provision for rubber gasket joints . A. Base Section: 6-inch minimum thickness for floor slab and 4-inch minimum thickness for walls and base riser section, and having a separate base slab or base section with integral floor. ' 02720-2 PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR 1 ' B. Riser Sections : 4-inch minimum thickness, diameter as indicated, and lengths to provide depth indicated. ' C. Top Section: Eccentric cone type, unless concentric cone or flat-slab-top type is indicated. Top of cone to match grade ' rings . D. Grade Rings : Provide 2 or 3 reinforced ' concrete rings, of 6 to 9 inches total thickness and match 24-inch diameter frame and cover. ' E. Gaskets : ASTM C 443 , rubber. F. Steps : Cast into base, riser, and top ' sections sidewall at 12-to 16-inch intervals . ' G. Pipe Connectors : ASTM C 923 , resilient, of size required, for each pipe connecting to base section. ' H. Lid and Frame: Ductile iron per City of Renton requirements . ' 2 .4 IDENTIFICATION 2 . 4 . 1 Plastic Underground Warning Tapes : Polyethylene ' plastic tape, 6 inches wide by 4 mils thick, solid green in color with continuously printed caption in black letters "CAUTION - SEWER LINE ' BURIED BELOW. " - 3 . PART 3 EXECUTION ' 3 . 1 PREPARATION OF FOUNDATION FOR BURIED SEWER PIPING 3 . 1 . 1 Grade trench bottom to provide a smooth, firm, ' stable, and rock-free foundation, throughout the length of the pipe. ' 3 . 1 .2 Remove unstable, soft, and unsuitable materials at the surface upon which pipes are to be laid, and backfill with clean sand or pea gravel to indicated level . 3 . 1 .3 Shape bottom of trench to fit bottom of pipe. Fill unevenness with tamped sand backfill . Dig t bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation. ' 02720-3 ' PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR 3 . 1 .4 Install geotextile fabric in excavation. Installed fabric shall form a barrier between ' existing soil and newly placed fill . 3 .2 PIPE APPLICATIONS FOR UNDERGROUND STORM SEWERS ' 3 .2 . 1 Pipe Sizes 12 Inches and Larger: Reinforced concrete sewer pipe and fittings . ' 3 .3 INSTALLATION, GENERAL 3 . 3 . 1 General Locations and Arrangements : Drawings t (plans and details) indicate the general location and arrangement of the underground storm sewerage system piping. Location and ' arrangement of piping layout take into account many design considerations . Install the piping as indicated, to the extent practical . ' 3 .3 .2 Install piping beginning at low point of systems, true to grades and alignment indicated ' with unbroken continuity of invert . Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings in accordance with manufacturer' s recommendations ' for use of lubricants, cements, and other installation requirements . Maintain swab or drag in line and pull past each joint as it is ' completed. 3 . 4 PIPE AND TUBE JOINT CONSTRUCTION AND INSTALLATION ' 3 .4 . 1 Join concrete pipe and fittings with rubber gaskets in accordance with ASTM C 443 , and install piping in accordance with applicable ' provisions of ACPA "Concrete Pipe Installation Manual . " ' 3 .5 MANHOLES 3 . 5 . 1 General : Install manholes complete with ' accessories as indicated. Set tops of frames and covers flush with finish surface where manholes occur in pavements . Elsewhere, set tops 3 inches above finish surface, unless ' otherwise indicated. 3 . 5 .2 Place precast concrete manhole sections as ' indicated, and install in accordance with ASTM C 891 . ' 3 .5 . 3 Provide rubber joint gasket complying with ASTM C 443 at joints of sections . ' 02720-4 ' PACCAR INC. SSOE 915010 SOUTH SITE INTERCEPTOR 3 . 6 INSTALLATION OF IDENTIFICATION ' 3 . 6 . 1 Install continuous plastic underground warning tape during back-filling of trench for ' underground water service piping. Locate 6 to 8 inches below finished grade, directly over piping. 3 .7 FIELD QUALITY CONTROL 3 .7 . 1 Testing: Perform testing of completed piping in ' accordance with local authorities having jurisdiction. ' 3 .7 .2 Cleaning: Clear interior of piping and structures of dirt and other superfluous material as work progresses . Maintain swab or drag in piping and pull past each joint as it is ' completed. A. In large, accessible piping, brushes and brooms may be used for cleaning. B. Place plugs in ends of uncompleted pipe at ' end of day or whenever work stops . C. If required by local authority, flush piping between manholes to remove collected debris . 3 .7 . 3 Interior Inspection: Inspect piping to determine whether line displacement or other ' damage has occurred. A. Make inspections after pipe between manholes and manhole locations has been installed and approximately 2 feet of backfill is in place, and again at completion of project . ' B. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct defects and ' reinspect . ' END OF SECTION 02720-5 , 1 ADDENDA SET NO. 1 Addenda to Plans and Specifications for PCB Remediation, West Parking Lot Site, Houser Storm Sewer Bypass, and South Site Storm Sewer Interceptor Work PACCAR, Renton Site June 7, 1991 Revisions 1. Revise the title page of the specifications per the attached page. 2. Revise Section 00150 - SC=ULE, 1.01, as follows: 1.01 SCHEDULE C. PACCAR reserves the right to provide separate authorization to the _CONTRACTOR for each of the four portions of work specified in this document. _ . All necessary permits must be obtained by-PACCAR and CONTRACTOR, and written authorization to proceed must be provided by PACCAR, prior to CONTRACTOR start of work on each portion of the work. D. PACCAR will authorize the PCB Remediation work no later than August 1, 1991. If PACCAR does not authorize this portion of the work by August 1, 1991, then PACCAR will execute an agreed day-by-day extension for this portion of the work. E. PACCAR reserves the right to delete the South Site Storm Sewer Interceptor work. PACCAR will notify the CONTRACTOR no later than August 15, 1991 regarding deletion or authorization of the South Site Storm Interceptor work. If PACCAR does not notify the CONTRACTOR regarding this deletion or authorization by August 15, 1991, then PACCAR will execute an agreed day-by- day extension for this portion of the work. Page 1 3. Revise Section 00500 - INSTRUCTION TO BIDDERS, 1.01, with the following: 1.01 BID PROCESS 8. Include in the bid package a list of PACCAR equipment (Kenworth Trucks, Peterbilt Trucks, Foden Trucks, Braden Winches, Carco Winches and Gearmatic Winches) which is owned or leased by the CONTRACTOR. List which PACCAR equipment will be utilized on this project 4. Revise Section 00550 - BID FORMS, ADDITIONAL WORK as follows: 7. Excavation, hauling and stockpiling of additional unsuitable soil as specified in Section 02720C (3.1), and Section 02720D. Price S per cubic yard of additional unsuitable material excavated, hauled and stockpiled. 5. Revise Section 01010 - SUMMARY OF WORK, 1.03, East-West Interceptor Drain as follows: South Site Storm Sewer Interceptor 1. Two drain lines will be installed across the site from Houser Way North to Garden Avenue at North 6th Street, and then north to North 8th Street 2. Storm sewer drain line will intercept stormwater drainage from the south portion of the site and divert it north to North 8th Street 3. Soil Excavated during pipeline trenching will be temporarily stockpiled per Hart Crowser Plan Sheets. 6 Revise Section 01010 - SUMMARY OF WORK, 1.03, Relocation of North-South Drain as follows: Houser Storm Sewer Bypass 1. The existing north-south drain line currently conveys water north through the site. This drain line will be relocated to run along Houser Way North, along the west Page 2 side of the new PACCAR Parts West Parking Lot, along the south edge of North 8th Street to Garden Avenue. 2- Soil excavated during the pipeline trenching will be stockpiled temporarily on site per Hart Crowser Plan Sheets. 7. Revise Section 01100 - HEALTH AND SAFETY REQUEREM=S, 2.021 with the following: 2.02 SITE-SPECIFIC TRAINING PROGRAM D. Submittal: The CONTRACTOR shall invite PACCAR's and ENGINEER's representative's to attend a regular presentation of the training program. At least 2 (two) work days notice of the time, date, location of the session(s) will be required. PACCAR and ENGINEER may be so notified by fax or letter prior to the session. PACCAR or ENGINEER will not be charged by the CONTRACTOR for his representatives' attendance. 8. Revise Section 01300 - SUBNEr=S, 1.02, as follows: 1.02 RELATED SECTIONS 01100 Health and Safety Requirements 01500 Temporary Facilities 01560 Environmental Protection 01700 Project Closeout DIVISION 2A - STTE WORK FOR PCB REMEDIATION DIVISION 2B - SITE WORK FOR WEST PARKING LOT DIVISION 2C - SITE WORK FOR HOUSER STORM SEWER BYPASS DIVISION 2D - SITE WORK FOR SOUTH SITE STORM SEWER —" INTERCEPTOR 9. Revise Section 01300 - SUBNIITTALS, 1.09, as follows: 1.09 RECORDS Upon request of PACCAR and the Washington State Department of Ecology (Ecology), the CONTRACTOR shall make all non-privileged, non-archived records available to PACCAR and Ecology, and allow access for review. All non-privileged, archived records shall be made available to PACCAR and Ecology within a reasonable period of time and shall be retained by CONTRACTOR for a period of ten years. PACCAR and Ecology Page 3 r agree, to the extent permitted by law, to maintain the confidentiality of any proprietary information requested. 10. Revise Section 01300 by re-numbering paragraphs as follows: 1.10 CONTRACTOR HEALTH AND SAFETY 1.11 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN 1.12 CONTRACTOR WORK PLAN 1.13 CONTRACT COMPLETION IL Revise Section 01550 - PERMITS, 1.05, as follows: 1.05 HAULING PERMITS The CONTRACTOR shall obtain all permits required for all hauling specified in Section 02220A and 02220B. 12. Revise Section 01560 - ENVIRONNIENTAL PROTECTION, 3.06, with the following: 3.06 PROTECTION OF MONITORING WELLS CONTRACTOR shall avoid damage to monitoring wells at the site as shown on HC Plan Sheets. Wells damaged by CONTRACTOR shall be repaired or replaced, to meet or exceed original conditions, at CONTRACTOR's expense by licensed well contractor approved by PACCAR. The CONTRACTOR shall be responsible for all abandonment costs should the well(s) need to be replaced. Plans for repair or replacement shall be approved by the ENGINEER prior to repair or replacement. 13. Revise Section 01560 - ENVIRONMENTAL PROTECTION, 3.01, as follows: A. Prevent all fugitive emissions of soil or drying agent during excavation, stockpiling, hauling, or drying of PCB soil and sediment. No visible dust will be allowed. If in the opinion of the PACCAR or ENGINEER visible dust is being generated by CONTRACTOR may be instructed to cease these operations until PACCAR has approved the CONTRACTOR's plan to control dust. PACCAR shall not be Page 4 charted for CONTRACTORS cost for ceasing operation, and project schedule shall not be extended. 14. Revise Section 02224A - PCB DEWATUUNG, 3.03, as follows: All wastewater discharges to the METRO sanitary sewer system will be in accordance to the METRO Discharge Authorization or Permit. The CONTRACTOR will be given a copy of the METRO Discharge Authorization or Permit and shall comply with all provisions specified in the document. 15. Revise Section 02224B - WEST PARKING LOT DEWATERING, 3.03, as follows: All wastewater discharges to the METRO sanitary sewer system will be in accordance to the METRO Discharge Authorization or Permit. The CONTRACTOR will be given a copy of the METRO Discharge Authorization or Permit and shall comply with all provisions specified in the document. 16. Revise Section 02224C - HOUSER STORM SEWER BYPASS DEWATERING, 3.03, as follows: All wastewater discharges to the METRO sanitary sewer system will be in accordance to the METRO Discharge Authorization or Permit. The CONTRACTOR will be given a copy of the METRO Discharge Authorization or Permit and shall comply with all provisions specified in the document. 17. Revise Section 02224D - SOUTH SITE INTERCEPTOR DEWATERING, 3.03, as follows: :. All wastewater discharges to the METRO sanitary sewer system will be in accordance to the METRO Discharge Authorization or Permit. The CONTRACTOR will be given a copy of the METRO Discharge Authorization or Permit and shall comply with all provisions specified in the document. Page 5 13. Revise Sections 02220A - 3.01, 02220B- 3.01, 02200C - 3S, and 0222 j- 3.5 to include the following new paragraph: CONTRACTOR shall schedule his work such that no ditches or holes are left open below the groundwater seepage level during weekends or holidays. 19. Revise Section 02220A - PCB EXCAVATION, HAULING, AND DISPOSAL, 3.02, with the following: 3.02 HAULING A. Provide all hauling and disposal permits, waste profiles (for dangerous waste only), manifests, and fees for PACCAR and Department of Ecology-approved disposal facilities. Manifests will be signed by PACCAR. D. At completion of all excavation, drying, sampling, profiling, and manifesting of stockpile, haul PCB-contaminated materials from stockpile area to PACCAR and Department of Ecology-approved TSD facility. These materials shall include soil and debris excavated from the PCB Soil area at a depth greater than 1 foot, sediment and debris excavated from the PCB Sediment area, and all reinforced plastic, booms and other absorbent materials, and disposable personal protective equipment which was in contact with PCB-contaminated material. 20. Revise Section 02220B - WEST PARKING LOT EXCAVATION AND HAULING, 3.01, D., as follows: 3.01 EXCAVATION D. Excavation shall proceed as directed by PACCAR. Stage excavation and backfilling to avoid excess pumping of groundwater, per the PACCAR-approved _ Contractor's Work Plan specified in Section 01400. 2. Excavate imported subgrade fill and native soil to construct utility trenches as shown on BR&H Plan Sheets 2, 3, and 4. Maintenance of temporary trench sidewalls is the responsibility of the CONTRACTOR. The CONTRACTOR shall provide an excavator with an operator for sampling purposes. The ENGINEER shall have the right to sample once every 50 linear feet of trench, and obtain samples from the bottom and sidewalls of all utility trenches. The CONTRACTOR shall allow the ENGINEER to obtain samples from the excavator bucket. At the direction of PACCAR or ENGINEER, place geotextile as specified in Section 02223B and BR&H Plan Sheet 4; place bedding and install utilities as specified in Section 0272013; and backfill trenched areas as specified in Section 02223B and BR&H Plan Sheet 2. Page 6 0 21. Revise Section 0220C - HOUSER STORM SEWER BYPASS EARTHWORK 3.5, as follows: 3.5 TRENCH EXCAVATION 3.5.3 The CONTRACTOR shall provide an excavator with an operator for sampling purposes. The ENGINEER shall have the right to sample once every 50 linear feet of trench, and obtain samples from the bottom and sidewalls of all utility trenches. The CONTRACTOR shall allow the ENGINEER to obtain samples from the excavator bucket. 22. Revise Section 022YOD - SOUTH SITE SEWER INTERCEPT EARTHWORK, 3.5, as follows: 3.5 TRENCH EXCAVATION 3.5.3 The CONTRACTOR shall provide an excavator with an operator for sampling purposes. The ENGINEER shall have the right to sample once every 50 linear feet of trench, and obtain samples from the bottom and sidewalls of all utility trenches. The CONTRACTOR shall allow the ENGINEER to obtain samples from the excavator bucket. 23. Revise Section 02223B - WEST PARKING LOT BACKFIL LING, 3.01, as follows: 3.01 BACIFII.LING A. At the direction of the ENGINEER or PACCAR, place geotextile in excavated utility trenches, shown on BR&H Plan Sheet 4. Provide a_24-inch minimum overlap at all edges of geotextile. 24. Revise Section 02200C - EARTHWORK, 33.1, as follows: 3.3.1 Prevent surface water from flowing into excavations and from flooding project site and surrounding area. Page 7 A. Do not allow groundwater to enter storm sewer pipe during construction. Do not allow water to accumulate in excavations. Remove water to prevent softening of trench bottoms. Provide and maintain pumps and other dewatering system components necessary to convey water away from excavations. 25. Revise Section 02200C - EARTHWORK, 2.1.4, as follows: 2.1.4 Backfill and Fill Materials: Native granular material, free from weathered basalt or other weathered rock, concrete, asphalt, wood, bark, or other extraneous material and chemical contamination, and to meet the following gradation requirements: Sieve Size Percent Passing 2-1/2" square 100 1/4" square 25 to 70 U.S. No. 40 40 max. U.S. No. 200 5 max. All percentages are by dry weight. Percent passing 1/4-inch, No. 40 and No. 200 sieves are based on the minus 3/4-inch fraction. That portion of backfill retained on a 1/4-inch square sieve shall contain not more than 0.20 percent by weight of wood waste. PACCAR reserves the right to inspect the source of imported soil backfill. 26. Revise Section 02200D - FARTHWORK, 33.1, as follows: 3.3.1 Prevent surface water from flowing into excavations and from flooding project site and surrounding area. A. Do not allow groundwater to enter storm sewer pipe during construction. Do not allow water to accumulate in excavations. Remove water to prevent softening of trench bottoms. Provide and maintain pumps and other dewatering system components necessary to convey water away from excavations. 27. Revise Section 02200D - EARTHWORK, 2.1.4, as follows: 2.1.4 Backfill and Fill Materials: Native granular material, free from weathered basalt or other weathered rock, concrete, asphalt, wood, bark, or other extraneous material and chemical contamination, and to meet the following gradation requirements: Page 8 Sieve Size Percent Passing 2-1/2" square 100 1/4" square 25 to 70 U.S. No. 40 40 max. U.S. No. 200 S max. All percentages are by dry weight. Percent passing 1/4-inch, No. 40 and No. 200 sieves are based on the minus 3/4-inch fraction. That portion of backfill retained on a 1/4-inch square sieve shall contain not more than 0.20 percent by weight of wood waste. PACCAR reserves the right to inspect the source of imported soil backfill. 28. Revise SSOE Drawing Number G-1 (sheet 1), PIPE BEDDING & BACKFIU SECTION NOTE as follows: NOTE: Excavated soil to be stockpiled and tested for contamination per specifications. 29. Revise SSOE Drawing Number G-1 (sheet 6), PIPE BIDDING & BACKFILL SECTION NOTE as follows: NOTE: Excavated soil to be stockpiled and tested for contamination per specifications. Page 9 Deletions 1. Hart Crowser is identified as the ENGINEER in these specifications; therefore, delete from SSOE Drawing Number G-1 (sheet 1) the following: Engineer SSOE, Inc. 3015 112th Ave. N.E. Suite 101 Bellevue, Wa. 98004 Mr. Steve Wittman-Todd (206) 827-2950 2. Delete from SSOE Drawing Number G-1 (sheet 6) the following: Engineer SSOE, Inc. 3015 112th Ave. N.E. Suite 101 Bellevue, Wa. 98004 Mr. Steve Wittman-Todd (206) 827-2950 JDW mjd Addesdlspe Page 10 Plans and Specifications PCB Remediation, West Parking Lot Site, Houser Way Storm Sewer Bypass, and South Site Storm Sewer Interceptor Work PACCAR Renton Site Prepared for PACCAR, Inc. Prepared by Hart Crowser, Inc. Bush, Roed, Hitchings, Inc. SSOE, Inc. ma.y 31) 1991 J-1639-21 Document Set No. i I t ADDENDA SET NO. 2 Addenda to Plans and Specifications for PCB Remediation, West Parking Lot Site, Houser Storm Sewer Bypass, and South Site Storm Sewer Interceptor Work PACCAR, Renton Site June 14, 1991 Revisions and Additions 1. Section 00500 - INSTRUCTIONS TO BIDDERS, 1.01 (A) 6: AIA Document A701 is attached to this addenda set. 2. Revise Section 00500, Part 1 (1.01) A, 3 as follows: 3. Submit all questions to PACCAR Project Manager in writing by June 11, 1991. Questions will be answered and sent to all bidders as an addendum. Verbal responses by PACCAR will be considered non-binding information. 3. Revise Section 00550 - BID FORMS, ADDITIONAL WORK, as follows: 7. Additional excavation, shoring, hauling, backfilling, geotextile and stockpiling required for removal of unsuitable soil as specified in Section 02720C (3.1), and Section 02720D (3.1). Price $ per cubic yard of additional unsuitable material (as measured using dimensions of the excavated area.) Page 1 3. Revise Section 1300 - SUBMITTALS as follows: 1.14 AS-BUILT SURVEYS Provide as-built surveys per Section 1400 (3.03) prior to project closeout. 4. Revise Section 01400 - QUALITY CONTROL, as follows: 3.03 SURVEYING A. Survey line and grade for all storm sewer construction specified in Division 2B, 2C, and 2D shall be established by a surveyor licensed in the State of Washington, at the expense of the CONTRACTOR. B. CONTRACTOR shall provide as-built survey of all storm sewer pipelines specified in Divisions 2B, 2C, and 2D prior to project closeout. C. Survey grades to document 1 foot minimum new clean material over existing soil as shown on BR&H Plan Sheet 6, Typical Section "A-A"' shall be established by a surveyor licensed in the State of Washington, at the expense of the CONTRACTOR. 5. Revise Section 02100A PCB SITE PREPARATION (3.01) Clearing and Grubbing, as follows: C. Remove the two portions of existing chain link fence which are across the ditch in the PCB sediment excavation area. 6. Revise Section 02220A (3.01), A, as follows: 1. Seal storm drain vault shown on Hart Crowser Plan Sheet 2 by removing grating, placing 2 layers of 12-mil polyethylene sheeting over drain, sealing with mastic sealant at edges, cover with plywood, and place sandbags at edges. Page 2 7. Revise Section 02220B (3.01), D. as follows: 3. Excavate imported subgrade fill and native soil to construct lamp post foundation pits and install pre-cast concrete foundations. Install six lamp post foundations down the center line of the landscaped area shown on BR&H Plan Sheets 2 and 3. Foundations will be 4 feet deep and 18 inches in diameter. NOTE: LOCATIONS AND DMENSIONS OF LAMP POST EXCAVATION PITS WELL BE SHOWN IN REVISED PLAN SHEETS TO BE PROVIDED LATER. CONTRACTORS SHALL BASE BIDS ON CURRENT PLANS, SPECIFICATIONS AND ADDENDA. 7. At the direction of PACCAR or ENGINEER, excavate additional material beyond the extent of the specified limits. Allow a maximum of 24 hours between sampling and direction of PACCAR or ENGINEER. 8. At the direction of PACCAR or ENGINEER, backfill excavation areas as specified in Section 02223A. Allow a maximum of 24 hours between sampling and direction by PACCAR or ENGINEER. 8. Revision Section 02224A (3.01) as follows: A. Grade area within the limits of the bermed area shown on HC Plan Sheet 3 so that the area has no slope greater than 1.5 percent. 9. Revise Section 02224B (3.01) as follows: A. Grade area within the limits of the bermed area shown on HC Plan Sheet 4 so that the area has no slope greater than 1.5 percent. 10. Revise Section 02224 (3.01) as follows: B. Grade area within the typical limits of a bermed area shown on HC Plan Sheet 6 so that the area has not slope greater than 1.5 percent. 11. Revise Section 02224D (3.01) as follows: B. Grade area within the typical limits of the bermed area shown on HC Plan Sheet 6 so that the area has no slope greater than 1.5 percent. Page 3 12. Revise Section 02223B (3.01) as follows: B. Place pea gravel bedding in pipe trenches to 1 foot minimum over top of pipe. C. Backfill graded areas, and utility trenches in accordance with plans, notes,and specifications on BR&H Plan Sheets 2, 3, 4, 5, and 6. Provide compaction in accordance with BR&H Plans Sheet 2. Backfill to elevations shown on BR&H Plans Sheets 5 and 6. At a location west of Houser Way at the storm drain trench (to be shown on revised BR&H Plan Sheet 3), seal a minimum of 1 foot of trench length using a lean concrete or sand/bentonite mixture. Use of sand/bentonite plug will require approval by PACCAR of mixture percentages, and placement and compaction procedures. Overexcavate a minimum of 6 inches from the bottom and sides of the trench and fill with lean concrete or sand/bentonite mixture from the bottom of the trench to 1 foot below the final backfill elevation. Do not seal trench prior to approval of methods, location and materials by PACCAR. 13. Revise Section 02200C 3.7.1 to include this new paragraph: E. Seal trench at the intersection of the trench and the Houser Way North right of Way shown on SSOE Plan Sheet 2, and at the intersection of the trench and the North 8th Street right of way shown on SSOE Plan Sheet 9. Seal a minimum of 1 foot of trench length using a lean concrete or sand/bentonite mixture. Use of sand/bentonite plug will require approval by PACCAR of mixture percentages, and placement and compaction procedures. Overexcavate a minimum of 6 inches from the bottom and sides of the trench and fill with lean concrete or sand/bentonite mixture from the bottom of the trench to 1 foot below the final backfill elevation. Do not seal the trench prior to approval of methods, location and materials by PACCAR. Page 4 14. Specification Section 02200C, Paragraph 13.1: Add the following sentence after "... without specific direction of PACCAR or ENGINEER": Perform overexcavation of unsuitable materials only at the specific direction of PACCAR or ENGINEER. Paragraph 3.7.1 C: Revise "Under piping use subbase materials where required for correction of unauthorized excavation." to read: Under piping use backfill or bedding materials at the Contractor's option where required for correction of authorized overexcavation or unauthorized excavation. 15. Specification Section 02720C, Paragraph 333 to read: Lay pipe to an elevation tolerance of plus or minus .03 foot at time of backfill. Paragraph 3.7.1: Revise paragraph to read: Testing: Perform exfdtration testing of completed piping in accordance with American Public Works Association, Washington State Chapter, standard specification section 62-3.10. 16. Specification Section 022001), Paragraph 13.1: Add the following sentence after "...without specific direction of PACCAR or ENGINEER.": Perform overexcavation of unsuitable materials only at the specific direction of PACCAR or ENGINEER. Paragraph 3.7.1C: Revise "Under piping use subbase materials where required for correction of unauthorized excavation." to read: Under piping use backfill or bedding materials at the Contractor's option where required for correction of authorized overexcavation of unauthorized excavation. Page 5 17. Specification Section 02720D, Paragraph 333 to read: Lay pipe to an elevation tolerance of plus or minus .03 foot at time of backfill. Paragraph 3.7.1: Revise paragraph to read: Testing: Perform exfiltration testing of completed piping in accordance with American Public Works Association, Washington State Chapter, standard specification section 62-3.10. Page 6 REVISIONS TO PLAN SHEETS 1. Revised Hart Crowser Plan Sheets 1 and 5 are attached. There are no other revisions to Hart Crowser Plan Sheets. 2. Revised SSOE Plan Sheets 1 through 9 are attached. Additional Revisions: Revise storm sewer Note 2 on SSOE Plan Sheets 1 (G-1) and 6 (G-2) to read: Provide man holes with solid locldng lid per standard plan sheet 3.2.3 (catch basin TYPE Il) 72" DIA MH for 36' RCP and smaller; 96' DIA for 42" RCP. 3. Revised BR&H Plan Sheets will not be available until after the bid due date. Base bids on current plans, specifications, and addenda, including lamp post foundations. Any changes in bid items required by the future revised BR&H Plan Sheets will be negotiated between the Contractor and PACCAR. AddendZspe Page 1 4 CONTRACTORS' WRITTEN QUESTIONS REGARDING THE PACCAR SITE REMEDIATION BID DOCUMENTS AND PACCAR'S RESPONSES. 1. What are the work hours for Saturday, if worked? Also, is Sunday work allowed? Response: Saturday 6:30 am to 3:00 pm. Sunday work only in emergencies. Working hours shall be negotiated with PACCAR. 2. Are prevailing wages required for this bid? Response: No, prevailing wages are not applicable. 3. Specification calls for grading wastewater discharge area to within 0.5 percent. This is difficult to achieve. Will there be any relief? Response: See revision notes in this addenda set. 4. On Hart Crowser Plan Sheet 2 of 5 there is a storm drain vault to be sealed; is there any specific method to do this? Response: See revision notes in this addenda set. 5. The asphalt overlay at the truck wash is 1 inch thick; this may not be enough. Also, will a petromat fabric be required between the concrete and the asphalt? Response: Asphalt design is sufficient for intended use. No petromat fabric is required. 6. Do we include the waterline shown on Sheet 7 and 8 of 8 as part of our work? Response: Waterline is not included in this work. 7. Will Contractor be responsible to train engineer, owner, inspectors? Response: Contractor is not responsible for 40 hour health and safety training for ENGINEER, PACCAR or inspectors. Contractor is required to provide site specific health and safety training as specified in Section 01100 (2.01) D as revised in Addendum Set No. 1 1 i I i t Contractor Questions Page 2 8. Can you clarify the difference between additional work bid item 2 and 3? Response: Section 00550D, Additional Work. item 2 pertains to sediment work in the ditch, and item 3 pertains to soil work in the area west of the ditch. i 9. The 54" manholes shown on the plans are too small for 36" RCP pipes; should use minimum 72" manholes. Also, can you clarify other manhole sizes for pipes greater than 36"? Response: See revised SSOE plans. i 10. If there is more excavation than the stockpile areas can handle, will other areas on-site be available? Who will pay for the additional berms, lining, etc.? t Response: If required, PACCAR will provide additional space for stockpiling. Any additional payment for additional stockpile area preparation will be negotiated between the Contractor and PACCAR. 11. Will rehandling of material be paid as an extra if moved from one stockpile to another, i.e., if some material in 'PCB stockpile" is tested and found to be "clean" later? Response: Any additional payment for extra rehandling will be negotiated between the Contractor and PACCAR. 12. Will sales use tax be included in our bids or be paid as a separate item? Response: Do not include sales tax in bids. Sales tax will be paid as a separate item. 13. Will a performance/payment bond be required and will the cost be included in our bid price? Contractor Questions Page 3 Response: No performancelpayment bond will be required. 14. Will Contractor be required to provide protective clothing for inspectors, engineer, owner, etc.? Response: No. 15. Can there be a separate bid item for mobilization? Response: No. Include mobilization in lump sum portion of bids. QUFSnON.FRM er H E: A H E R. I C A N I N S T I T U T E O F A R C H I 7 E' C T S ALA L bcunrent A701 Instructions to Bidders 1987®I110N TABLE OF ARTICLES 1. DEFINITIONS 6. POST-BID INFORMATION Z_ BIDDER'S REPRESENTATIONS 7. PERFORMANCE BOND AND PAYMENT BOND 3'- BIDDING DOCUMENTS 8.. FORM OF AGREEMENT BETWEEN OWNER 4: BIDDING PROCEDURES AND CONTRACTOR 5_ CONSIDERATION OF BIDS Copyright 1970, 1974, 1978, 01987 by The Americus Institute of Architects, 1735 New York Avenue,N.W., Wuhington, D.C.20006. Reproduction of the materiai herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosccucion. AIA DOCUMENT A701,• INSTRUCTIONS TO BIDDERS•FOURTH EDITION•AIA• •O 1987•THE AMERICAN INSTRVfE OF ARCHITECTS,1735 NEW YORK AVENUE,Y.W.,WASHINGTON,D.C.20006 A701-1987 1 INSTRUCTIONS TO BIDDERS ARTICLE 1 has con-c'.ated the Blddcr�s personal obsavatiotu with the DE3=INITTONS requirements of the proposed Contract Documents. 2-1.4 The Bid is based upon the materials,equipment and sys- 1.1 Bidding Doc=cnrs include the Bidding Requirements and toms required by the Bidding Documents without exception. the proposed Contract Documents.The Bidding Requirements consist of the Advertisement or invitation to Bid, Insuuctions to Bidders, Supplementary [nsuvctions to Bidders, the bid ARTICLE 3 form, and other sample bidding and contract forms. The pro- BIDDING DOCUMENTS posed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Con- 3.1 COPIES traa (Gcneal, Supplementary and other Conditions), Draw- ings,Specifications and all Addenda issued prior to execution of 3.1.1 Bidders may obtain complete sets of the Bidding DOeu- the Contract. menu from the issuing ogee designated in the Advctisennent or Invitation to Bid in the number and for the deposit sum, if 12 Definitions sct forth in the General Conditions of the Con- any, stated therein. The deposit will be refunded to Bidders tract for Construction, AJA Document A201, or in other Con- who submit a bona fide Bid and return the Bidding Documents tract Documents are appGnbie to the Bidding Documents. in good condition within ten days after recdpt of Bids. The 1.3 Addenda are written or graphic instruments issued by the cost of replacement of missing or damaged documents wili be Architect prior to the execution of the Contract which modify dedured from the deposit. A Bidder receiving a Contract or interpret the Bidding Documents by additions, deletions, award may retain the Bidding Documents and the Bidder's ciar&c=ons or corrections. deposit will be refunded. 1.4 A Bid is a complete and properly signed proposal to do the 3.12 Bidding Documents will not be issued directly to Sub- Work for the sums 5tipulatcd therein,submitted in accordance bidders or others unless specifically offered in the Advardsc- with the Bidding Documents. ment or Invitation to Bid, or in supplementary instructions to bidders. 1.5 The Base Bid is the sum stated in the Bid for which the Bid- 3_1.3 Bidders shall use complete sets of Bidding Documents in deroffcrs to perform the Work described in the Bidding Docu- ments as the base,to which Work may be added or from which preparing Bids; neither the Owner nor Architect as Work may be deleted for sus stated in Alternate Bids. responsibility for errors or misinterpretati sumes m on resulting from the use of incomplete sets of Bidding Documents. 1.67 An Alternate Bid(or Alternate) is an amount stated in the 3_1.4 In making copies of the Bidding Documents available on Bid to be added to or dcduacd from the amount of the Baser BId if the corresponding change in the Work, as described in the above terns, the Owner and the Architect do so only for the Bidding Documents, is accepted. the purpose of obtaining Bids on the Work and do not confer a license or grant permission for any other use of the Bidding 1.T A Unit Price is an amounr stated in the Bid as a price per Documents. unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. 3.Z INTERPRETATION OR CORRECTION OF t'.&A Bidder is a person or entity who submits a Bid- BIDOING DOCUMENTS 1.9 A Sub-bidder is a person or entity who submits a bid to a 3=1 The Bidder shall carefully study and compare the Bid- Bidder for materials, equipment or labor for a portion of the ding Documents with each other, and with ocher work being Work. bid concurrently or presently under construction to the extent that it rchtes to the Work for which the Bid is submitted,shall ex2=c the site and local conditions, and shall at once report ARTICLE 2 to the Architect errors, Inconsistcriacs or ambiguities discovcTd. BIDDER'S REPRESENTATIONS 322 Bidders and Sub-bidders requiring clarification or inter- pretation of the Bidding Documents shall make a written Z1` The Bidder by making a Bid represents that: request which shall reach the Architect at least seven days prior to the dare for receipt of Bids. 7-1.1 The Bidder has read and understands the Bidding Docu- ments 323 Interpretations, corrections and changes of the Bidding and the Bid is made in accordance therewith. Documents will be made by Addendum. Interpretations, cor- -Z1.2 The Bidder has read and understands the Bidding Docu- rections and changes of the Bidding Documents made in any merits or contract documents, to the ottent that such docu- other manner will not be binding, and Bidders shall not rely ment2don relates to the Work for which the Bid is submitted, upon them. for other portions of the Project,if any,being bid concurrently or prescndy under construcnon. 3.3 SUBSTITUTIONS 21.3 The Bidder has visircd the site, become familiar with 3.3.1 The matenals, products and equipment described in the local conditions under which the Work is to be performed and Bidding Documents establish a standard of required function, ALA DOCUMENT A7131 - INSTRUCTIONS TO BIDDERS- FOURTH EDITION-AIA• -(0 1987-THE AMERICAN INSTITUTE OF ARCHITECTS.1731 NEW YORK AVENUE,?I.W,1VA5HINGTON,D.C.20006 A701-1987 2 I ' 1 dimension,appearance and qusiiry to be me by any proposed of the bid security,state the Bidder's refusal to accept award of substitution. less than the combination of Bids sapulated by the Bidder.The 3.= No substitution will be considered prior to receipt of Bidder shall make no additional stipul2dons on the bid form Bids unless written request for approval has been received by nor qualify the Bid in any other manner. the Architect at least ccn days prior to the date for receipt of 4.1.7 Each copy of the Bid shall include the legal name of the Bids. Such requests shall include the name of the mucrial or Bidder and a statement that the Bidder is a sole proprietor,part- equipment for which it is to be substituted and a Complete ncrship, corporation or ocher legal cntiry. Each copy shall be description of the proposed substitution including drawings, signed by the person or persons legally authorized to bind the performance and test data,and other information necessary for Bidder to a contract. A Bid by a corporation shall further give an evaluation.A statement serring forth changes in other mare- the state of incorporation and have the corporate seal affixed-A rials, equipment or other portions of the Work including. Bid submitted by an agent shall have a current power of changes in the work of other contracts that incorporation of a¢omey artached certifying the agent's authority to bind the the proposed substitution would require shall be included.The Bidder. burden of proof of the merit of the proposed substitution is upon the proposer.The Architect's decision of approval or dis- 42 BID SECURITY approval of a proposed substrudon shall be 6mL 4,21 If so stipulated in the Advertisement or Invitation to Bid, 3.3.3 if the Architect approves a proposed substitution prior or supplementary instructions to bidders, each Bid shall be to receipt of Bids, such approval will be set forth in an Adden- accompanied by a bid security in the form and amount dean. Bidders shall not rely upon approvals made in any other required, pledging chat the Bidder will enter into a Contra manner. with the Owner on the tarns stated in the Bid and will, if 3.3.4 No substitutions will be considered after the Contract required, furnish bonds covering the faithful performance of award unless specifically provided in the Contra Documents. the Contract and payment of all obligations arising thercunder- Should the Bidder refuse to enter into such Contract or fail to famish such bonds if required, the amount of the bid security 3.4 ADDENDA shall be forfeited to the Owner as liquidated damages,not as a penury.The amount of the bid security shall not be forfeited to 3.4.1 Addenda will be mailed or delivered to all who arc chc Owner in the event the Owner fails to comply with Sub- known by the issuing office to have received a complete set of paragraph 6.2.1. Bidding Documents. Lk 3.42 Copies of Addenda will be made available for on Document If a surety bond is required, it shall s e written on Ahe P �Penti Document A310, Bid Bond, unless otherwise provided in the wherever Bidding Documents are on file for that purpose Bidding Documents,and the attomey-in-fact who executes the 3-4.3 No Addenda will be issued later char four days prior to bond on behalf of the surety shall affix to the bond a certified the date for receipt of Bids except an Addendum withdrawing and current copy of the power of attorney. the request for Bids or one which includes postponement of 4Z3 The Owner will have the right to retain the bid securiry the date for receipt of Bids. of Bidders to whom an award is bang considered until either 3 4.4 Each Bidder shall ascertain prior to submitting a Bid that (a)the Contract has been executed and bonds,if required,have the Bidder has received ail Addenda issued,and the Bidder ShaA been furnished, or (b) the specified time has elapsed so that acknowledge their receipt in the Bid. Bids may be withdrawn, or(c)all Bids have been rejected- 4.3 SUBMISSION OF BIDS ARTICLE 4 4.3.1 All copies of the Bid, the bid security,if any,and other documents required to be submitted with the Bid shall be BIDDING PROCEDURES enclosed in a scaled opaque envelope- The envelope shall be addressed to the parry receiving the Bids and shall be identified 4.1 FOAM AND STYLE OF BIDS with the Project name, the Bidder's name and address and, if applicable, the designated portion of the Work for which the 4.1.1 Bids shall be submitted on forms identical to the form Bid is submitted. If the Bid is sent by mail,the scaled envelope included with the Bidding Documents. shall be enclosed in a sep=cc mailing envelope with the nota- tion "SEALED BID ENCLOSED" on the ficc thereof. 4.12 All blanks on the bid form shall be filled in by typcwtite or manually in ink. 4.= Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the 4.1.3 Where so indicated by the makeup of the bid form,stuns time and date for receipt of Bids will be returned unopened Shall be expressed in both words and figures,and in case of dis- crepancy between the two, the amount written in words shall 4.3.3 The Bidder shall assume full responsibility for timely govern. delivery at the location designated for receipt of Bids. 4.1.4 Interiineations, alterations and crasures must be initialed 4.3.4 Oral, telephonic or telegraphic Bids are invalid and will by the signer of the Bid. not receive consideration. 4.1.5 All requested Altern21CS shall be bid.If no change in the Base Bid is required, enter "No Change.- 4.4 MODIFICATION OR WITHDRAWAL OF BID 4.1.8 Where two or more Bids for designated portions of the 4.4.1 A Bid may not be modified, withdrawn or canceled by Work have been requested, the Bidder may,without forfeiture the Bidder during the stipulated time period following the time i ALA DOCUMENT A701 INSTRUCTIONS TO BIDDERS• FOURTH EDITION•AIA• •©1987•THE 3 A701-1987 AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N W,WASHINGT ON.D.C.20006 and date designated for the receipt of Bids,and each Bidder so agrees in submitting z Bid required and submitted as z prerequisite to the issuance of Bid ding Documents. 4.42 Prior to the time and date designated for rctcpt of Bids, a Bid submitted may be modified or withdrawn by notice to 6.2 OWNER'S RNANCIALCApAB1UTY the parry rctaving Bids at the puce designated for receipt of ' Bids. Such notice shall be in writing over the signature of the award The Owner shill, at the onsldc tl the d no at whom Bidder or by telegram; if by ceiegrarn, written confirmation award a a Contact a under consideration and it lacy than over the signature of the Bidder shall be mailed and posumarked seven days Prior to Bidder expiration of the time for that f withdrawal of on or before the date and time set for receipt of Bids.A change Bids, fiincrit to the Bidder reasonable evidence s Obligations financial shall be so worded as nor to rcvcl the amount of the original arnngcnents have been made to fulfill the Owner s obligations Bid. under the Contract. Unless such reasonable evidence is fur- nished, the Bidder will not be required to execute the Agree- 4.4.3 Withdrawn Bids may be resubmitted up to the date and men[ between the Owner and Contractor. time designated for the receipt of Bids provided that they arc then fully in conformance with these Instructions to Bidders, 63 SUBMITTALS 4.4.4 Bid security, if required,shall be in an amount sufficient 63.1 The Bidder shall,as soon as practicable after notification for the Bid as modified or resubmitted of seiccuon for the award of a Contract, furnish to the Owner through the Architect in writing: 1 a designation of the Work to be performed with the ARTICLE 6 Bidder's own forces; CONSIDERATION OF BIDS 2 names of the manufacturers, products and the sup- pliers Of principal items or systems of materials and 5.1 OPENING OF BIDS equipment proposed for the Work; and 51.1 Unless stated otherwise in the Advertisement or Invira- .3 names Of persons or entities(including those who arc Lion to Bi the ro to furnish materials or equipment fabricated to a d p perly identified Bids received on time will special design)proposed for the rind be opened publicly and will be read aloud. An abstracr-of the the Work. P portions of Bids will be made available to Bidders.When it has been stated that Bids will be opened privately,an abstract of thesame infor- 63.Z The Bidder,will be required to establish to the satisfac- mation may, at the disccuon of the Owner, be made available Lion of the Architect and Owner the reliability and responsibil- to the Bidders within a reasonable time_ ity of the persons or entities proposed to famish and perform the Work described in the Bidding Documents. 5.2 REJECTION OF BIDS 6.3.3. Prior to the award of the Con[tact, the Architect will 52.1 The Owner shad have the right to notify the Bidder in writing if either the Owner or Atchicecr, gh reject any or all Bids, after due investigation,has reasonable objection to a person or rejecr a Bid not accompanied by a required bid.security or by en other data required by the Bidding Documents, or reject a Bid ProPatity by he Bidder. If the Owner or Architect has reasonable objection to z proposed person or entity,the Bidder which is in any way incomplete or irregular. may,zt the Bidder's option,(1)withdraw the Bid,or(2)submit an acceptable substitute person or entiry with an zdjustment in 53 ACCEPTANCE OF BID (AWARD) the:Base Bid or Aiternatc Bid to cover the diffcrcncc in cast 53-1 It s the intent of the Owner co award a Contract to the occasioned by such substitution. The Owner may accept the lower responsible Bidder provided the Bid has been submitted meta withrdrawaleor onr disqualify the Bidder. ri the event of in accordance with the requiremcncs of the Biddingdisqualification, bid security will not be and does nor exceed the funds available The Owner shave forfeited_ the right to waive informalities or irrcguiaritics in a Bid received 6.3:4-Persons and entities proposed by tic Biddy and to and to accept the Bid which,in the Owner'sfigment judgment,is in the whom the Owner and Architect have made no Personable Owner's own best interests, objection must be used on the Work for which they were pro- and sh2ll not be posed The Owner shall have the right to accept-Altcnatcs in �f the Owner and Ar'cihiged ccc except with the written Con_ any order or combination, unless otherwise specifically pro- vided in the Bidding Documents,and to dercnnine the low Bid- der on the basis of the sum of the Base Bid and Alic hates tic ccptcd- ARTICLE T PERFORMANCE BOND AND ARTICLE 6 PAYMENT BOND POST-BID INFORMATION 71 BOND REQUIREMENTS 6.1 CONTRACTOR'S QUAUFlCATION STATEMENT furnish 1.1 If sdpulatcd in the Bidding Documents the Bidder shall furnish bonds covering the faL tfui performance of the Con- 6-1.1 Bidders to whom award Of a Contract is under con- tract and payment of all obligations wising lhercunder. Bonds sideradon shall submit to the Architect, upon request, a prop- may be secured through the Bidder's usual sources. erly eYccuted ALA Document A305, Contractor's Qualification 7.1.2 If the famishing of such bonds is stipulated in the Bid- Scacement, unless such a Sczremcnc has been previously ding Documents the cos( shall be Lncluded in the Bid. If the ALA DOMMENT A701 • 1NST,RUCTIONS TO BIDDERS • FOURTH EDITION•ALA* -®I987-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE,N.W.,'VASHINGTON.D.C-20006 A701-1gA7 s punishing of such bonds is required after receipt of bids and T.=. The bonds shall be dated on or after the dater of the bdbrt c=a of the Contract;the cosy of such bonds shall Concoct be added to the Bid in detenmining the Con crxt Stm - T.1.3 If the Owner rcgttires thzt bonds be secured from ocher 724 The Bidder shall: requim the attomey-in-fact who than the Bidder's tLstrslsources,dangers in costwillbezdJttsted dx=m a the requited bonds c behalf of the surety to attorney. as provided ur the Con=cr Doarmma_ thereto a ccrifled and atrrent copy of the power of atrnmey. T.Z TUUE OF DELIVERY AND FORM OF BONDS ARTICLE 8- T.21 The Bidder shall deliver the required bonds to the Owner noc lzter than three days foilowing the dater of ezccudon FORM OF AGREBA ENT BETWEEN of the Con=cr-If the Work is co be commenced prior thereto OWNER AND CONTRACTOR in response to a letter of intent,the Bidder shWL,prior to com- menccment of the.Wont,submit evident=ssrkfxxory m the Owner that such bonds will be famished and ddlvcred in 8_1 FORM TO BE USED accordzncc with this Subparsgr2ph 721- 7'.= Unless otherwise provided, the bonds shall be-written 8.1.1 Unless otherwise required in the Bidding Documents, on AIA. Document A31 Z, Performznce Bond and Payment the Agreement for the Woric will be written on ALA Document Bond-Both bonds shall be written in the=ounc of the Con- A101, Stzndard Form of Agreement Betwccn Owner and Con- a=Surtr_ trzctor Where the Basis of Payment Is a Stipulated Sum. Y;.. I ALA DOCUMENT A7M INSTRUCTIONS TO BIDDERS•FOURTH EDITION•.W* •m1997•THE 5 A701-1987 AMERICAN INSTITUTE OF ARCHITECTS.1735 NEW YORK AVENUE.N.W.,WASHINGTON,D.C.Z0006 A ' arr WSFR ' Earth and Environmental Technologies t 1910 Fairview Avenue East ' Seattle,Washington 98102 206.324.9530 4041 Ruston Way, Suite 2A ' Tacoma,Washington 98402 206.759.6000 ' 1201 Jadwin Avenue,Suite 204 Richland,Washington 99352 ' 509.946.4344 2550 Denali Street, Suite 705 ' Anchorage,Alaska 99503 907.276.7475 Five Centerpointe Drive, Suite 240 , Lake Oswego, Oregon 97035 503.620.7284 , 353 Sacramento, Suite 1140 San Francisco, California 94111 ' 415.391.1885 One World Trade Center, Suite 2300 ' Long Beach, California 90831 213.495.6360