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3rd E 12505 WA VOA HOUSING (3 of 4) , HIBERNIA S.W.I.F.T. ADDRESS. HIBKUS44 National Bank TELEX: 58 7492, 16 1782 MambnFDIC ANSWERBACK: NIBBANK . P. O. BOX 61540, NEW ORIEANS, LOUISIANA U.S.A. 70161 CABLE ADDRESS: HIBBANK TELEPHONE: (504) 586-5869 International BanlLing Division DATS: MARCH 03, 1994 IRR$VOCABI.B STANDBY LETTER OF CR$DIT NO: SB-006355 BENBFICIARY: FOR ACCOIINT OF: SPOR;ANE COUNTY ENGINEERS WASHINGTON VOA LIVING CENTER, 1026 WEST BROADWAY AVENUE INC. SPOKANE, WA 99260-0170 3939 N. CAUSEWAY BLVD. SUITE 400 METAIRIE, LA. 70002 AMOUNT: USD $29,000.00 TWENTY NINE THOUSAND . U.S. DOLLARS. ESpIRATION: 8$PTSMBER 02, 1994~y " _INf ~'t7EW ~7~ yatte-5 ajtCMC-1~(7c R,.r,1vc1K GENTLEMEN: WE HEREBY ESTABLISH- OUR IRREVOCABLE STANDBY LETTER OF CREDIT IN FAVOR OF YOURSELVES, AVAILABLE WITH HIBERNIA NATIONAL BANK, NEW ORLEANS, LA. BY PAYMENT AGAINST PRESENTATION OF DOCUMENTS DETAILED HEREIN AND OF BENEFICIARY'S DRAFT(S) AT SIGHT DRAWN ON HIBERNIA NATIONAL BANK, NEW ORLEANS, LA. DOCIIMENTS REQIIIRED: (1) BENEFICIARY'S STATEMENT PURPORTEDLY SIGNED BY AN AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEERS AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS, INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONLTMENTS, STREET SIGNS AND/OR OTHER WORK AS IS INCIDENTAL AND RELATED THERETO IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS SUBMI~TTJ.DLMO~AND APPROVED BY THE SPOKANE COUNTY ENGINEER' S OFFICE DAT~D FEP 94 wts 36,* ~~S , (2) THE ORIGINAL OF THIS ~ 7TTER OF CREDIT.~' ~ , 51 ,10~ ~ THIS LETTER OF CREDIT CONSISTS OF '1'W4 PAGBS 1602 ' ~ ' - . . . S.W.I.F.T. ADDRESS: HIBKUS44 . HIBERNIA . , , • Nat1O11aI BaI1It . TELEX: 58 7492, 16 1782 ,,,mtw foIC ANSWERBACK: HIBBANK P. O. BOX 61540, NEW ORLEANS, IOUISIANA U.S.A. 70161 . CABLE ADDRESS: HIBBANK TELEPHONE: (504) 586-5869 Internatlonal Banking Division IRREV4CABL$ STANDBY LETTER OF CREDIT NO. SB-06355 PAG$ TWO OF TWO A.DDITIONAL CONDITIONB: ■ ALL CHARGES, OTHER THAN OUR OWN, ARE FOR THE ACCOUNT OF THE ~ BENEFICIARY. ~ THIS LETTER OF CREDI~§,~TS Ff~ TH IN FULL THE TERMS AND UNDERTAKING OF OUR BANIZ F~E~ DER AND ANY REFERENCE TO ANY Q0 e DOCUMENT, INSTRUMENT OR EMENT REFERRED TO HEREIN OR IN ANY CERTIFICATES PRESENTED,,HERE ER SHALL NOT BE DEEMED TO ~ INCORPORATE HEREIN "FERENC Y SUCH DOCUMENT, INSTRUMENT OR ~GREEMENT . IT IS A CONDITION 'OF THIS LETTER OF CREDIT THAT IT SHALL BE AUTOMATICA.LLY EXTENDED, WITHOUT AMENDMENT, FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE PRESENT EXPIRATION DATE OR EACH F`CTTURE EXPIRATION DATE UNLESS WE HAVE NOTIFIED YOU IN WRITING NOT----ESS~THAN 30 DAYS BEFORE SUCH EXPIRATION DATE, THAT WE ELECT • ( OT TO ~FW-->THIS LETTER OF CREDIT.M0°t"j fici9~ioNgh, b@ <;i?A/-r VIA I~j/S~KC~ ■ ALL DRAFTS MUST BE N[ARKED "DRAWN UNDER LETTER OF CREDIT NO. M~~ L Si-06355 DATED MARCH 03, 1994 ISSUED 8Y HIBERNIA NATIONAL BANK, NEW ORLEANS." ■ ALL DOCUMENTS MUST BE FORWARDED TO US IN ONE LOT. ■ WE HEREBY ENGAGE WITH YOU THAT DRAFTS DRAWN UNDER AND IN ICOMPLIANCE WITH THE TERMS OF THIS CREDIT WILL MEET WITH DUE 'HONOR ON PRESENTATION AND DELIVERY OF DOCUMENTS AS SPECIFIED AT /HIBERNIA NATIONAL BANK, ATTN: INTERNATIONAL OPERATIONS DEPT., 313 CARONDELET STREET, NEW ORLEANS, LOUISIANA 70130 DURING THE HOURS OF 9:00 A.M. AND 3:00 P.M. ON ANY BANKING DAY. ~ EXCEPT AS EXPRESSLY STATED HEREIN, THIS CREDIT IS SUBJECT TO THE tJ9°,IFORM CUSTOMS AND PR.ACTICE FOR DOCUMENTARY CREDITS (1993 REJISION) INTERNATIONAL CHAMBER OF CO1+MERCE, PUBLICATION NO. 500. 0 BIBERNIA NATIONAL BANK ~ . 6 AUT80RIZ$D SIGNATIIRS T 1602 SPECIFICATIONS , FOR OFF-SITE IMPROVElVIENTS 1tEI.AT'ED TO WASHINGTON VOA HOUSING EAST 12505 THIRD AVENUE SPOK:ANE, WA NOVEMBER 26,1993 VOLUNTEER,S OF A►1VIERICA 3813 NORTH CAIJSEWAY BOULEVARD METAIRIE, I.OUISIANA 70002 OFFICIAt PUBLIG DOCUMENT SPOKANE COUNTY ENGINEER'S OFFtCE - OR G N d AL /«(o PROJECT # - SUBMITTAL RETLIRN TO COUNTY ENGlNUR . . , OFF-SITE IMPROVEMENTS i REL.ATED TO THE WASHINGTON VOA HOUSING ~ SPOK:ANE, WASHINGTON ~ - OWNER AND CONSULTAN'I'S OWNER Volunteers of America ~ 3813 North Causeway Boulevard - Metairie, Louisiana 70002-1784 504/837-2652 ARCHITECT i Zeck Butler Architects , West 421 Riverside, Suitc 860 ` Spokane, WA 99201 509/456-8236 CIVIL ENGINEER ; . Century West Engineering West 1124 Riverside, 3rd Floor Spokane, WA 99201 509/838-3810 i TABLE OF CONTENTS OFF-STTE IIvIPROVEMENTS ' RELATED TO THE ; WASHINGTON VOA HOUSING SPOKANE„ WASHINGTON BID/CONTRACT'URAL LEGAL REQUIREMENTS Standard Form of Agreement Between Owner • and Coatractor (AIA Document A101,1987) General Conditions of the Coatrad for Construdion (AIA Document A201,1987} Supplementary Conditions of the Contrad for Construc:tion (HUD 2554) , Spec:ial Conditions ~ Prevau7ing Wages i; 1'ECHIVICAL SPECIFICATtONS ' Division 1- General Requirements • 01010 - Summary of Work 01027 -Application for Paymeat 01040 - Projed Coordination - 01050 - Field Engineering 01153 - Change Order Prooedure 01200 - Project Meetings . 01300 - Submittals 01400 - Quality Control Services 01500 - Temporary Facilities 01700 - Projecx Closeout 01740 - Warranty Division 2 - Sitework 02100 - Site Preparation 02500 - Paving and Surfacing 02570 - Watcr Distribution System 02700 - Sewerage and Drainage ; 02900- Hydroseeding Division 3 - Concrctc ' 03300 - Cast-in-Place Concrete STANDARD FORM OF AG BE:7IVEEN OWNER & OONTRACTOR , AIA DOC:t,JMENT A101,1987 , AIA Documeat A101, Standard Form of Agreement Between Owner and Coatrador,1987 Editioq is hereby included by reference and shall be a part of the Coatract Documents. Copies of AIA Document A101 are available for review at the offices of the Owner and Architect. Copies of the document may be purchase.d from ; the American Institute of Architects or its local distn~utor. ~ ~ H E A M E R I C A N I N S T[ T U T E 0 F A R C H I T E C T S AIA Document A101 ~ Standard Form of Agreement Between Owner and Contractor where the ba,sis of payment is u STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAI COIVSEQUENCES; CONSULTAI"ION WITH - AtV ATTORNFY IS ENCOURAGED WITH RESPECT TO ITS COMPLETIOIV OR 1VIODIFICATION. 7he 1987 Editroii oj AIA Document A201, Genera! Corcditions aj the Gnntract jor Construction, is adopted in this document by reference. Do not use with vther general conditions unless this documetat is modijied. ~ This documcnt has been approved and endorsed by The Associated General Contracrors of Atnerica. AGREEMENT made as of the day of in the year of , Nineteen Hundred and - BETWEEN the Owner: (Nanie aiid address) and the Contractor: (lVunzE crnd address) The Project is: (Name and loccrtion) The Architect is: (Namemrd uddress) The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ~01987 by The American Institute of Archi- tects, 1735 New York Avcnuc:, N.W., Wasliington, D.C. 20006. 12epruduction of the matc:rial herein or substantial quo[aiion of its provisions without cvritten permission of the AfA violates the copyright laa=s of che United States and will be subject to legal prosecution - AIA DOCUMENT A101 • OWNER-CON'fItAC7'OR AGREED4ENT •'I'WELFT'1•1 EDITION • AIAID •@1987 'CH E ANfERiCAN IIYSTITUTE OF ARCM(TECTS, 1735 NEW YORK Ab'ENUE, N.W., WASHINGTON, D.C. 20006 A101'1987 1 WARNING: Unl(censed photocopying violates U.S. copyright laws and is subject to legal prosecution. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents cansist of this Agreetnent, Conditions of the Gontrtct (General, Supplementary atid other Gonditions), 17rawings, Specifications, addenda issued prior co execution of this Agreement, other documents listed in Chis Agrecment and Nloclifications is5ued after execution of this Agreement; these form the Contr►et, and are as fully a parc of thc Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agrcement hetwecn the parties hereto and supersedes prior negotiations, representations or agreements, eicher written or oral. An enumeration of the Contract Documcnts, other than Modifications, appcars in Article 9. ARTICLE 2 ' THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically inclic:ated 'u'i the Contract Documents to be the responsibility of others, or as follows: , i ~ i ARTICLE 3 ~ DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The ciate of commencement is the date Pram which the Contract Time of Puagraph 3.2 is mea.sured, and shall be the date of this Ageemenc, as first written above, unless a different ciate is stated below or provision is made far the ciate to l» fixed in a notice to proceed issued by the Owner. (lmvert 1he date nf conumencement, rj it dij.fers jrone [be dale oj this Agreement or, if applrcable, stale lbut Nhe date wi/l he J'ixed rtt atiotice to proceed.) Unless the date of commencement is established by a no[ice to proceed issued by the Ocvner, the Contrac:tor shall notify the Owner in writing not less than five days before commencing the Work to permic [he [unely filing of mortgages, mechanic's liens and ocher security uitcresrs. 3.2 '1'he Contractor shall aclueve Substantial Completion of the en[ire Wark not later than (lnser! !he culeprdar date Or ntimber of culendur days crJler tbe dufc of commencernent. Also rnsert ap:v reyuire»Teats jur earlrer Scihstutttiu! Completion ojcer- tain portrpns of the Work, ijPtvt stated elseulaere itl the Capitracl Docuareirts.) subject to adjustments of this Contract 'I"imc as provided in the Contract Documents. (hasert jiruvi_riuns, rJ unY, jor lrelurdated danrages relatirig to failure ro cnncpiete oiz time.) AiA DOCUMENT A101 • OWNEK-CONTRACT'OR AGRFEMENT •`!'WELFTH I;DITION • AlA° • ~O1987 `l'HE AMERIGAN INSTiTU7`E OF ARCHITEC`I'S, 1735 NEW l'ORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 Z ' WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subJect to legal prosecution. ARTICLE 4 CONTRACT SUM 4.1 1"he Owner shall pay the Contractor in current funds for the Contractor's performance of che Contract [he Concract Sum of Dollars (8 subject to additions and deductions as provicied in the Con- traet Doeuments. , 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: - (State the numbers or other identijication ajaccepted alternntes. /Jdecisioru on other alternates ure to be nulde hy the Otutier subsequent to tbe exec:etion oJ this Agree»rene, attuch a schedule ojsuch uther ultenuiles showrng che unuourit for each und the dute uriti! :uhicfi that amount is ualid.) i 4.3 Unit prices, if any, are as foliows: ~ AIA DOCUMENT A101 • OWNER-CONTRACT'OR AGREEMEN'C • 7"WELH'TH EDITION • AIAa • @19$7 THE Ab9ERICAN INSTITUTE OFARCHITk.CTS, 1735NEVt' YORK AVENIUE, N.W., WASHINGTO\', D.C. 20006 A101-1987 3 ~i WARNING: Unlicensed photocopying violates U.S. copyright laws and is subJect to legal prosecution. - ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Paymenc submitccd to the Architect by the Contractor and Certificates far Nayment issued by the , Architece, the Owner shall ma}ce progre.ss 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 Paytnent shall be ane calenciar month ending on the la.st 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 latcr than the day of the month. If an Application for Payment is received by the Architect after the application date 6xed above, paymenc shall be made: by the Owner not later than days after the Architec[ receives the Apnlication for Payment. 5.4 Each Application for Payment shall be bascd upon the schedule of values submitCed by the Contractor in accordance with ' the Concracr pocumencs. The schedule of values shall allocate the entire Contract Sum among the various porcions of the V✓ork and be prepared in such form ancl supported by such daca to substzntiate its accuracy as the Architect m.iy require. 'I'his schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications foc Nayment. 5.5 Applications for Paymcnt shall indicate the percentage of coinpletion of each portion of the Work as of the end of the period covered by the Application Eor Payment. 5.6 Subject to the provisions of the Cantract Documents, the arnount of each progress pavment shall be computed as follows: 5.6.1. "lake thaC {aortion of the Contrac[ Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the rotal Contract Sum allocated ro that portion of the Work in the schedule of values, less reLiinage of percent ( Pending final determination of cost to the Owner of changes in the Work, au»ounts not in the dispute may be inducied as provided in Subparagraph 7.3•7 of the General Conditions cven though the Contract Suin has noe yet been zdjusted by Change Order; 5.6.2 Adci that portion of the Contrac[ Sum properly allocable to inaterials and equipment delivered and suitably stared at the site for subsequent incorporation in the completed construction (or, if approved in advuice hy the Oxuiier, suitably stored off the sitc at a location agreed upon in writing), less retain<<ge of percent ( 5.6.3 Subtract the an,g,regate of previous payments made by the Owner; and 5.6.4 Subtract amnunts, if any, for which the Architect has withheld or nullificd a CertiFicate for Payment as providecl in Para- graph 9.5 of the General Cnndicions. 5.7 The progrLss payment amounc deccrmined 'u-i accordance wich Paragraph 5.6 shall he further modified under the follawing circiimstances: 5.7.1 Add, upon Substantial Coinpletion of the Work, a sum sufficient to increase the total payments to percen[ ( of the Concract Sum, less such amounts as the ?irchitect shall determine for incomplete Work and unsettleci claims; and ; 5.7.2 Add, iF Gnal completion of the VJork is thereafter materially dclayed through no fault of the Contractor, any additional : amounts payable in accorciance with Subparagraph 9.10.3 of the General Conditions. 5.8 Reciuction or limitation of retainage, if any, shall be as follows: (If i1 rs rntended, prinr tu Srrbstnntial Completiun oj the entrre Work, tv reduce or limrt iI+c retainage resultiieg jrom ►be percentages irrserted in Suhperra- kruphs S G. / cuid 5 G? abuve, arld 1brs rs trot explained elseiebere itr the Contracl Drxrirrictits, insert bere provisions jor srich redrictiotr ar limrtatio►i ) ~ AIA DOCUMENT A101 • OWNER-CONTRACTUR AGREEMEN"1' • TWF.[.EThI EDITION • AlAm •@1987 A101-~9ST 4 , THE AA9ERICAi~! INS'1'ITUTE OF ARCHITEG'I'S, 1735 NrW YORK AVENUE, N.~'., V~'ASHINGTON, D.C. 20006 WARNING: Unlicensed photocopy(ng violates U.S. copyright laws and is subject to legal prosecution. ~ ARTICLE fi FIIVAL PAYMENfi Ninal payment, eanstitut'sng the entire uilpaid balancc of the Contract 5urn, sha11 be made by the Owner ta t.he Contractar when (l) the Contract has beers £ully perFormed by the Contractor except for thc Contractor's re5ponsibility to correct nonconforming i Wark as providcd in Subparagraph 12.2.2 of t.hc General Conditions and to satisfy other requirements, if ar1y, which netessarily survive final payment; and (2) afLnai Certificate for Payment has been issued by the Architect; sxGCh fina] payment shall be made by b che Qwner not more than 30 days aFter the issuance af rlie Architect's finaI Certificate for Payment, or as follows: I ~ ~ I 1 I 1 - ARTICLE T MISCELLANE4'US PR0VISIONS 7.1 1~~Jhere reference is made in khis Agreement to a provision of the Gc}neral Conditi4ns or another Contract DDCUrnent, the ref erencc refers lcs that provision as anien~ed or 5upplemcnted by other provisions oF the Contract DOcilMents. _ 7.2 Paymcnt5 due and ungaid under tlle Contract shall bear intere.st from thc date payment is €iue aC the rate stated bclow; or in , the absence thercof, at the lcgal ratc prcvailitzg from tdme to time at the place where the l'rnject is located, fJf7CEJ't t'f.l1e of iJ3jeY{ttif UgYe{:d rip!]Yd, 3f Clily,) ' I ~ ~ I ((J,F[!Y)1 lL7ti1,ti RJ3LI Yt.'fftd3T"C;F1lL'7ilti LL?fdL'r tFJL' FL'f.1L'1'L!I TrufP1 ili LLPfLftf7g lICL, 5df13F1C27'5tC1FC a!"FLI LIJLCIl GUft-Si1r77Cr{:F"f'YIFe lfFP.1fS LllFa Otb{'.1" FC'gi1IFeqo7lSCtI 1beO1U13$Y y U77Cf ~ Corxdracdor :s pnncepraf /3laces c5f b?asrness, rbe rocarforr of rhe iamjecr a)jd else:vbere may ~~~ecr rhc~ eruJicirly of dhis prorlislot~. L2gal udt~ice sbvuld bv obrai~~ctr1 , u,rrb rcfsPecr ao daleleorzs or rrradifecarroras, arrd alsu ,-egar-rfinq rec{ufreyrtents vrcb as rc;Yfllett fTt5c1o8PfrB5 r3r toCtlUe}'s.) 7.3 Othcr provisions: . ' i ' ARTICLE 8 i _ TERMINATION OR S4dSPENSION 8.1 "1"hc Contractt, may he terminateci by ttze Owner or the ConCracCOr as providecl in Article 14 0f thc Gencral Conciitioi-Ls. 8.2 The Work n3a}F be suspencied by the Dwner as pro}rideei in Article 14 of the Gener-A Coliditions, AIA paCUMENT A101 • t7WNER-CONTR}4CTflR AGREEMEti1T • TWEI_F'I'H EOIT{Ohz 4, AIA`D • 01987 I'HL AA4ERICA?V 13YST1TliTE ()F?.RCI•IITF,CTS, 1735 Nrw voRK AvZNUE, N,W., WAsr-rirrUTON, D.c 21)006 A101=13$7 5 WARNING: llnllcensed photncapying violates U.S. capyright laws and is subject ta legal prosecution. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contrac[ Documents, except for Modifieations issueci after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Betwcen Owner and Contractor, AIA Document A101, 1987 Edition. 9.1.2 The General Conciitions are the General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Tide Pa$es 9.1.4 7'he Specificacions are those eon[ained in the Project Manual dated as in Subparagraph 9.1.3, and are as fallows: (Either lisl the Specrficutron.s here or refer to art exhihit attached to this Agreement.) Section Title Pages i I I I I I I I I i I I I I I I I I AIA DOCUMENT A101 • Ou'NER-CONTRACTOR AC*REEXfEN'I' • TWFI.FTFI EDITION • AIA° •@1987 ( THE AMERICAN INSTI`I'UTE OF ARCHI''NCTS, 1735 NEVV YORK AVEI~`L~E, N.Vt'., V~'ASHINGTOv, G 2U006 A~ 0~-1987 6 ~ WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. I ( . ` ( ( 9.1.5 The Drawings are as follows, ancl are dated uiiicss a diffcrent date is shown below: f (Gither hst the Drawings bere or refer to a►r exbihit auaclied tu this Agreenrent.) ~ Number Tide Date I ~ I ~ i I I I I I I I I I I ~ i ~ I I I I I I I I ~ 9.1.6 Thc aciclr;ncla, if any; are ati follows: ~ Number Date Pages ~ ~ I i I I I ! t ( I i I I I ~ l I I ~ Portions of addencia relating to biddu-ig requirements are not part of the Cunteact Documents uc-dess the bidding requirements are also enumerated in this tlrticle 9. I AIA DOCUMENT A101 • UWNEi2-CON'fIZAC"i'OR AGREE,ti1EN"1' •'1'WELE'1'H EDI'fION • AIA° • O1987 I THE M4ERICAiN INSTITUTF OF ARCHITECTS, 1735 NEW YORK A\%ENUE, iV.V'v , WASHfNGTON, D.C. 20006 A101-1987 T ~ WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ~ ~ ~ ~ ~ I - F 9.1.7 Qther documcnts, if any, forniing gart of the Contract Documents are as Follvws: 4 (LrsJ berc? Ceny addtlit~a~t~f ~tocua~ieszts:~hicJ~ are iartertdec# tn form part of l+be G'onrraer Doctem-enK 7ifse Generu! Conditrom pravide tbW 6lddmg reqttirements4ucfi as adtrerlrserravil or anrlidatinn to bid, }rr.strtecfiotrs r6 Bidder3. Sampfe fUr-nisuncl dhe CryntractOr-"s br'aare not patf Of fh2 C4f~tract 1]OCrt~fnfS tenless cr3z~mc~r~leC~ ~ fn EhiS Agrec7nerif. T'bt7 S#snteld be fested tsere O►af]j tJ' tntmdt[d 10 eie2 pnrt nf fhe CorrlruCt llocutnen[s,) h f l I ~ I I ~ I ~ l E I ~ I f ~ i , ~ This Agrecment is eniered int4 as of the day and ye~r Cirst written above and is executed in at least t,hree ori,ginal copies of which ~ one is to b e dclivered to the Contractor, One i o the Architect fo r use in ihe adtninistaa tion of the CDrYtracC, a.nd the rti-nain de r to rhe ~ Owner. ' E ~ t ' CJWNER COIVTRACTOR - - (Sigraature) {Signatxe,re) I I - (Printed nanze and 3atle) (!'rirr#ed ncanze cand itlle) . ~ h i+CAtJT1ON: You should sign a-n original AIA dacument which has #his caution printed in red. ~ An ariginal assures that changes will not be nbscured as may vccur when documents are reprvduced. I AIA DOCUMENT A101 • aWNER-coN'rRAc'roR AGREEMErr'r • TWELFTH 1Ei71TlON • nrAs • ICD1987 I TME AMERIC:AN IPl5T1TiJTH OF A RC:Hi'I"ECTS, 1735 NF,W Y[)1tK AVEiVUE, N W., W11SHlNG l'o h3, D,C. 20Q06 A1 01-1 987 8 ' WARNIMG: Unlicensed pho#acopying vloWes U.S. capyright laws as►d is subjeci to legal prosecutlon. I I ~ I I I GENERAI.OONDTTIONS OF THE OONTRACT FOR OONSTRUCTION ' AIA DOCUMF.M A201,1987 AIA Document A201, General Condidons of the Contrad for Construction,1987 Edidon, is hereby included by reference and shall be a part of the Contrad Documents. Copies of AIA Document A201 are available for review at the offices of the Owner aad ArchitecL Copies of the documeat may be purchased from the ; American Institute of Architects and its local distributor. , , f N E A M E R I C A N I N S T I T U T E 0 F A R C H I T E C T S , ~ ~ ~ AIA Document A201 General Conditions of the Contract ' for Construction , THlS DOCUME'NT HAS IMPORTAR'T LEGAL CONSEQUENCES; CONSULTATION W/TH AN ATTORNEY !S EYVCOURAGED WITH RESPECT TO ITS MODIFICATION i 1987 EDITI4N TABLE OF ARTICLES 1. GENERAL PROVISIONS 8. TIME 2. OWNER 9. PAYMENTS AND COMPLETION 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY 4. ADMINISTRATION OF THE CONTRACT 11. INSUR.ANCE AND BONDS 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTR.ACT 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, 01987 by The American lnstitute af Architects, 1735 New York Avenue, N. W., Washington, D.C., 20006. Iteproduction of the material herein or substantial quotation of its provisions without writtcn permission of the AIA violates the copyright laws of the United States and will he svbject to legal prosecucions. mi CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCIJMENT A201 • GENERAL CONDITIONS OF 'i'HE CONTRAC'P FOR CONSTRUC'f'ION • FOURTEEI`TH EDITION AI•Am • ~O 1987 THE AMERIEAN INSTITUTE OFARCHITECTS, 1735 NEW YORK AVENUE, N.a'., WA5MINGTON, D.C. 20006 A201-1987 1 WAfiNING: Unlicensed photoeo{rying vlolates.U.S. copyrlght lews and is subject to legal, prosecufion. INDEX - Acceptance of Nonconforming Work . . . . . . . . . . 9.6.6, 9.9.3,12.3 F3uilding Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.7.1 ' Accepcatzce of Work . . . . . . . . . . . 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3 Capitaltzatlon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.4 Access to Work . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.16, 6.2.1, 12.1 Certificate of Substantial Complction . . . . . . . . . . . . . . . . . . . . 9.8.2 ~ Accidcnt Prevc:ntion . . . . . . . . . . . . . . . . . . 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, 3.2•2, 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 ar Approval 3.12.1 1, 13•5.4 ~ Addenda . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.,1, 3.11 Cercificatcs 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. 3.8.2.4, 3.11, 4.2 8, 4 3.3, 5 2.3, Additionallnspectionsand7'esting....... 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, 9.10.3, 11.3.1.2, Adciitional Time, Cl.ums fdr . . . . . . . . . . . . . 4.3.6. 4.3.$, 4.3.9, $.3:2 11.3.4, 1 1.3.9, 12.1.2 . ADMINISTRATION OF THE CONTRACT . . . . . . . 3.3.3> 4, 9.4, 9.5 Change Orders, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 72.1 Advertisement br Imritation to Bid . . . . . . . . . . . . . . . . . . . . . . 1.1.1 Changes . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , 7.1 Aesthctic Effcct . . . . . . . . . . . . . . . . . 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, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.1 All-risk Insurancc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.3.1, I Claims and Disputes . . . . . . . . . . . . . . . . 4.3, 4.4, 4.5, 6.2.5, 8 3.2, Applications for Payment 4?.5, 7.3 J, 9 2, 9.3, 9 4, 9.5.1, 9.6 3, 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 AsseKion of Clafms . 4.5.6 Approvals 2.4, 3.3.3, 3.5, 3.10.2, 3.12.4 chrough 3.12.8, 3.18.3, Claims for Additional Cost 4.3.6, 4.3.7, 4.3.9, 6. 1.1, 10.3 4 2.7, 9.3.2, 1 1.3.1 4, 13.4.2, 13.5 Claims tor Additional Time 4 3.6, 4.3.8, 4.3.9, 8.3.2 Arbitratfon . . . . . . . . . . . . . . . . . . . . . 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, 113.9, 11.3.10 Claims for Damages... 3.18, 4.3.9, C.1.1, 6.2.5, 8.3.2, 9.5.1.2, 10.1.4 Architect . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.1 Claims Subjccc to Arhitration . . . . . . , . . . . . . . . . 4.3 2, 4.4 4, 4 5 1 Architect, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.1.1 Cleaning Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.15, 6.3 Arehicert, EYtent of AuLhority 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 che Work, Conditions Relating to 2.1.2, 9.4, 9.5, 9.6.3, 9,8.2, 9.83, 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, 4.3J, 5.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4 6.2.2, 8.1,2, 8.2.2, 9.2, 11.1.3, 11.3.6, 11.4.1 Architect, I.imitauons of rluehonty and Itesponsibility . 3.3.3, 3-12.8, Commencement of che Work, 17efinicion 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 I'acilitating Contract 4.2 13, 4.3.2, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6 Administracion . . . . . . . . . . . . . . . . . . . . . . 3.9 1, 4 2.4, 5.2.1 Architecc's Addi[ianal Services and Espenses 2.4, 9.8.2, Completion, Conditions Relating to 3.11, 3.15, 4.2.2, 4.2.9, I 1 .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, 12.22, 13.7.1 ArchitecYs Administration of the Contract . . . . . . 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, 8.1.3, 8.2.3, Architect's Approvals 2.4, 3.5.1, 3.10.2, 3.12.6, 3.12.8, 3 18.3, 42.7 9.8, 9.9-1, 12•2•2, 13.7 Architect's Authority to Rejecc 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'sCopynght . . . . . . . . . . . . . . 1.3 11 3, 13 1, 13 5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 i ~ Architect's Uecisions.... . . . 4.2.6, 4.2.7, 4.2.1 1, 4.2.12, 4.2.13, Conccalecl or Unknowm 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 Conscnt, Written 1.3.1, 3.12.8, 3.14.2, 4.1.2, Architcct's Inspcc[ions 4.2.2, 4 2.9, 4.3.6, 9 4.2, 9.8.2, 4.3.4, 4.5.5, 9.3.2, 9.8.2, 99 I, 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 ; Architec['s lnscruccions 4.2.6, 4.2.7, 4.2.8, 4.3.7, 7.4.1, 12.1, 13.5.2 CONSTRUCTION BY OWNER OR BY SEPARATE Architect's Interpretationti 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, Construcnon Change Directive, Definitian of . . . . . . . . . . . . . 7.3.1 9.5. 1, 9.10.1, 13.5 Construction Change Directives l.1.1, 4 2 8, 7.1, 7.3, 9 3 1 .1 Arrhitect's Projert Representative . . . . . . . . . . . . . . . . . . . 4.2.10 Canstruction Sehedules, ConeractUr's . . . . . . . . . . . . . . . 3.10, 6.1.3 ~ Ardlitcct's Kcla[ionship with Conreactor . . . . . . . I 12, 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, 6.2.2, 7.3.4, 9.8.2, 11.3J> 12.1, 13.5 Contract, Definition of . . . . . . . . . . . . . . . . . . 1.1.2 Architect's Relationship with Subconn-actors 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 OF THE . . . . . . . . . . . . . . 4.3.7, 5.4.1.1,14 Architect's Representations . . . . . . . . . . . . . 9.4.2, 9.5,1, 9.10.1 Contract Administr;ation . . . . . . . . . . . . . . . , . . . . . 3.3.3, 4, 9.4, 9.5 ArChi[ect's Site visits 4.2.2, 4.2.5, 4.2.9, 4.3.6; 9.4.2, 9.5.1, Contrace Award and F xecucion, Conclitions HclatinK eo 3.7.1, 9.8.2, 9.9,2, 9.10.1, 13.5 3.10, 5.2, 9 2, 11 .1.3, 1 t.3.6, 1 1.4.1 Ashcsros . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1 Contract Documents, The . . . . . . . . . . . . . . . . . . . . . . . 1.1, 1.2, 7 A[[pt'11tVS' Fees . . . . . . . . . . . . . . . . . . . . . . . 3.18.1, 9.10.2, 10. 1.4 Contract Docurnents, Copies Furnished anci Use of. . . 1.3, 2.2.5, 5.3 Award of Separate Contracts . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.1.1 Coniract- vocumenc.s, Definition of , . . . . . . . . . . . . . . , . . . . . 1.1.1 Award of Subcontracts and Other Contrects for Contract Pcrformance During Arhitraaon . 4 3.4, 4.> 3 Portlons 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 BicltiinK Rcquircmcnts . . . . . . . . . . . . . . . . 1.1.1, 1.1.7, 5.2.1, 1 1.4.1 Contract Sum, Dcfinuion of............................ 9.1 Boiler and Machinery Insurance . . . . . . . . . . . . . . . . . . . 11.3.2 C:oncracc 'I'ime . . . . _ . . . . . 4.3 C, 4.3 8, 4.4 4, 7.2 1.3, 7.3, Boncis, I_ien . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.10.2 8 2.1, 8.3.1, 9.7, 12.1.1 F3onds, Pcrformancc ancl Pa}~mcnt . . 7.3 6.4, 9.10 3, 11 3.9, 1 1.4 Contract Time, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1.1 AIA QOCUMENT A201 • GE:NERAL CONUITIONS OF THE CONTRACT FOR COIVSTRUCTION • FO[1RTEENTM EDI'I'ION Z A201-1987 AIA° • ~O 1987 '1'lIG AM[:RICAn' 1NST('I'(1TE OF ARCHITECTS, 1735 NIiW l'QRK AVENUE, NNM, NVASHIh'GTON, D.C. 20006 ; WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ' • CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.7,10.3 ~ Cancractor, Definitlon of . . . . . . . . . . . . . . . . . . . . . . . 3.1, 6.1.2 Employees, Contraccor's . . . . . . . . . . 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18.1, Contractor's Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1 3.1$.2, 4.2.3, 4.2.6, $.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Constructfon Schedules . . . . . . . . . . . . . 3.10, 6.1.3 Equipment, I.abor, Materials and . . . . . . . . . . l .l .3, 1.1.6, 3.4, 3.5.1, ~ Cantractor'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. Lt 6.2.1, 7 3.6, 9.3.2, 9.3-3, 11.3, 12.2.4, 14 ~ ~ Contractor's Llability Insuranee . . . . . . . . . . . . . . . . . . . . . . . 11.1 Esecution 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, 42•3, 4.3.4, 4.3.8, 6.2.2, 7.1.3, and Owncr's Forces 2.2.6, 3•12•5, 3.14.2, 4.2.4, C, 12.2.5 7•3 9, 8.2, 8•3, 9.5, 9•9.1, 10.2, 14.2, 14.3 ' Cancraccor's Rciationship evich Subconcraccors 1.2.4, 3•3.2, Execution, Correlation and Intent oF che ~ 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 Archi[ect . . . 1.1.2, 3.2.1, 3.2•2, Extensions of Time . . . . . . . . . . . . . 4.3.1, 4.3.8, 7.2.1.3, 8•3, 10.3 1 3.3.3, 35.1, 3•7.3, 3.11, 3.12.8 3.16, 3. 18, 4.2.3, 4 2.4, 4.2.6, Failure of Payment by Cantractor 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 VUork (See Uefeetive or Nonconforming Work), Contractor's Responsibility for Those Final Completion and Final Payment 4.2.1, 4.2.9, 4.3.2, Yerforming 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 Uocuments . . . . . . 1.2.2, 3.2, 3.7.3 Financial Areangements, Orvner's . . . . . . . . . . . . . . . . . . . . 2.2.1 Contractor's Right to Stop the VJork . . . . . . . . . . . . . . . . . . . . . 9.7 rire and Extencied Coverage insurance . . . . . . . . . . . . . . . . . . . 11.3 Contractor's Right tp Terminate the Contrac[ . . . • • • • • • • • • • • 14.1 GENERAL PROVISIONS . 1 Contractor's Submittals . . . . . . . 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.3.6, 9.2, 9.3.1, 9.8.2, 9.9.1, 9.10.2, Goveming Law . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.1 ! 9.10.3, 10.1 .2, 1 1.4.2, 1 1.4.3 Guarancees (See Warrancy mid Waeranties) ~ Contractor's Supcrintendent . . . . . . . . . . . . . . . . . . . . . . 3.9, 10.2.6 I-tazarcious Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1, 10.2 4 ~ Contractor's Supervision and Construccion Procedures 1.2.4, 1dc:ntifica[ian of Cnntract Uocuments . . . . . . . . . . . . . . . . . . 1.2.1 3.3, 3.4, 4.2.3, 8.2.2, $.2.3, 10 ldet1tification 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, 1 l .3. t .2, 1 1.3.7 Coordination and Correlation . . . . . . . . . . . 1.2.2, 1.2.4, 3.3 t, Infonnation and Services Required of the Owner..... 2.1.2, 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, 9.3.2, 9.6.1, 9.6.4, 9.8.3, 9.9.2, ~ Copies Furnished of nrawings and Specificatipns 1.3, 2•2•5, 3.11 9.103, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.1 Correction of Work . . . . . . . . . . . . . . . . . . 2.3, 2.4, 4.2.1, 9.8.2, Injury or Damage to Person or Property . . . . . . . . . . . . . . . 4.3.9 9.9.1, 12.1.2, 12.2, 13.7.1.3 Inspeccions . . . . . . . . . . . . . . . . . . . . . . . . . 3.3.3, 3.3.4, 3.7.1, 4.2.2, Cnst, Definitian of . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.3 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, <nstructions to Biciders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1 6.1.1, 6.2.3, 6•3, 7.3.3.3, 7.3.6, 7.3J, 9•7, 9.8.2, 9.10.2, 1 1.3.1.2, 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, 1 l.3.9, 12.1, 12 2.1, 12.2.4, 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 Cuttln9 and Patching " " " ' " " " " " " 3.14'6.2.6 Insurance, Boiler and Machinery . . . . . . . . . . . . . . . . . . . . 11.3.2 D<tmage to Construc[ion of Owncr 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, 1 1.3, 12.2.5 Insurance, Fffective Date of . . . . . . . . . . . . . . . . . . . $.2.2, 11.1.2 Damage co 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 Uamages, Claims for . . 3.18, 4.3.9, G.1.1, 6.2.5, 8.3•2, 9.5.1.2, 10.1.4 Insurance, Owner's Liability. . . . . . . . . . . . . . . . . . . . . 11.2 Darnagcs 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 . . . . . . . . . 8.1.2 II'►surance, Scored tvtaterials . . . . . . . . . . . . . . . . . . 9.3.2, I 1.3.1.4 Datc of Substantial Campletion, UcCnition uf..... . . . . . . . 8.1.3 INSURANCE AND BONDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Day, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1.4 lnsurance Companies, Consent to E'artial Occupancy . .9.9.1, i i.3.11 Decisians of the Architecc . . . . . . 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, lnsurance Companies, Sectlement with . . . . . . . . . . . . . . . . 11.3.10 I 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 1.2.3, 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 Decisions to Withhold Certificatlon . . . . . . . . . 9.5, 9.7, 14. t .1.3 Interest. . . . . . . 13.6 ~ ~ ~ ' ~ ~ ~ • llefective or Noiuonforming VPork, ACCCptance, ~ ' ' ' ~ ' ' ' ~ ~ ' ' ' ~ ~ ~ ' , Rejection and Correction of 2.3, 2 4, 3 5-1, 4 2.1, Interpretation 1.2.5, 1.4,1.51 4.1.1, 4.3.1, 5.1, 6.1.2, 8 1.4 , 4.2 d, 43.5, 9.5.2, 9.8.2, 9.9.1, ] 0.2.5, 12, 13.7.1.3 Interprc[ations, Written . . . . . . . . . . . . 4 2.11, 4.2.12, 4.3.7 17efective Work, Deflnition of . . . . . . . . . . . . . . . . . . . . . 3.5.1 Joinder and Consolidation of Gaims Kequired . . . . . . . . . . . . 4.5.6 Dcfniuons . . . . . . 1. 1, 2. i .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, 4.5.4.1,4.5.7 4.3.1, 5.1, 6.1.2, 7.2.1, 7.3. 7.3 6, 8.1, 9. 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, 6.1.1,6.2.3,7.2.1,7.3.1,7.3.4,7.35.7.3.8, 42.7,6.2.1,7.3.6,9.3.2,9.3.3,12.2.4,14 7.3.9, 8.1.1, 8.3, I 0.3.1, 14.1.1.4 I.abor Disputes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.3.1 - Disputcs . . . . . . . . . . . . 4.1.4, 43, 4.4, 4.5, 6.2.5, 6.3, 7.3.8> 9.3.1.2 [.aws and Regulations . . . . . . . 1.3, 3.6, 3.7, 3• 13, 4.1.1, 4.5.5, 4.5.7, Documents and Samples at thc; 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 I.iens . , . . . . . . . . . . . . . . . 2.1.2, 4.3.2, 4.3 5 1, 8.2.2, 9.3.3, 9.10.2 prawings and Specitications, Use and Ownership of . 1.1.1,_ 1.3, Limitation on Consolidation or Joinder . . . . . . . . . . . . . . . 4.5.5 2.2.j, 3.1 1, 5.3 Limitations, Sta[utes of . . . . . . . . . . . . . . . . . . . 4.5.4.2, 12.2.6, 13.7 Duty to Review Contract Documents ancl Field Conditions. . . . . 3.2 I,imications of Authority . . . . . . . . . . . . . . . . . 3.3.1, 4.1.2, 4.2 1, ; Effective Date of Insurance . . . . . . . . . . . . . . . . . . . . . $.2,2, 1 1.1.2 4.2.3, 4.2.7, 4.2.10, 5.2 2, 5.2.4, 7.4, 11.3.10 ' AIA DOCUMENT A201 • GE1EItAL CONDITIONS OF THE CON'1'}2ACT FOR CONSTRITC'I'ION • FOURTEEr`TI-1 ED17'10N I AIAO • 01987 TI°iL" AME121CAN 1T`STI'I'UTE OFARCHITEC'I'S, 1735 h"EW l'ORK AVEhUE, N.W„ \XIASFItNGTON, D.C. 20006 A201-1987 3 WARNING: Unticensed photocopying vlolates U.S. copyrlght laws and is subject to legal prosecutlon. i Limitations of Liability 2.3, 3.2.1, 3•5.1, 3.7.3, 3.12.8, 3.12.11, Owner's Right to Perform Construction and to ~ 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 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 Owner's Right to Stop the Work . . . . . . . . . . . . . . . . . 2.3, 4.3.7 Owncr's Right to Suspend che Work . . . . . . . . . . . . . . . . . 14.3 Limitacions of Time, General . . . . . . . . . . . 2.2.1, 2.2.4, 3.2. 1, 3.7.3, pwner's Right to Terminate [he Con[racc . . . . . . . . . . . . . . . . . 14.2 3•8•2, 3•10, 3.12.5, 3.15.1, 4.2.1, 4.2.7, 4.2.11, 4.3.2, Ownership and Use of Archltect's Drawings, Specifications ' 4.3.3, 4.3.4,4.3.6, 4.3.9, 4.5.4.2, 5.2.1, 5.2.3, 6.2.4, 7.3 4, 7.4, and Other pocuments 1.1.1,1.3, 2.2.5, 5.3 ' 8.2, 9.5, 9.6.2, 9.8, 9.9, 9.10, 11.1 3, 11.3.1, 11 3.2, 1 l.3.5, partial Occupancy or Use 9.6.6, 9.9, 1 t.3.1 t 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 patching, Cutting and . . . . . . . . . . . . . . . . . . . . . . . . . 3.14, 6.2.6 - - I.imitations of Timc, Specific . . . . . . . . . 2.1.2, 2.2.1, 2.4, 3.10, 3. 11, patents, Royafties snd . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 4.2.5, 9.2, 9.3, 9.4, ' 9.2,9,3.1,9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.102, 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, 1 t.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 , ,vlaterial Suppliers . . . . . . . . . . . . . . 1.3.1, 3.12.1, 4.2.4, 4.2.6, 5.2.1, payment, Faflure 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, 14z.1.2 A9aterials, 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, EquipmNnt and 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8 2, l I.1.3, 1 1.3.5, 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 8ond, PerfoRnance Bond and . . . . . . . . . . . . . . 7.3.6.4, , 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 9.10.3, 113.9, 11.4 A4eans, Methods, Techniques, Sequences and Paymenrs, Arogress . . . . . . . . . . . . . . . . . . . . 4.3.4, 9.3, 9.6, I'roccdures of Construction 3.3.1, 4.2.3, 4 2.7, 9 4.2 9.8.3, 9. t0.3, 13.6, 14.2.3 Minor Changes in the Wor1c . . . . . . . . . . l .1. 1, 4.2.8, 4.3.7, 7.1, 7.4 PAYMENTS AND COMPLETION . . . . . . . . . . . . 9,14 MISCELLANEOUS PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . 13 Paymcnts to Subconcraccors . . . . . . . . . . . . . . . . 5.4.2, 9.5.1.3, Modifications, Ucfinition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1 9.6.2, 9.6.3, 9.6.4, 1 1.3.8, 14.2.1.2 Modifications ro 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, $.3. 1, 9.7 Pcrformanre Bond and Payment 13ond . . . . . . . . . . . . 7.3.6.4, Mutual Responsibility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.2 9.10.3, 11.3.9, 11.4 Nonconforming Work, Acceptance of . . . . . . . . . . . . . . . . . . 12.3 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. I , PERSONS AND PROPERTY, PROTECTION OF . . . . . . . . . . . . 10 ~ 4.3.5, 9.5.2, 9.8.2, 12, 13.7.1 3 Polycltlorinated Biphenyl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 Uaca, Uefinition 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, 8.2.2, 9.4.1, Product Data and Samples, Shop 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, 12.2.2, Progress and Completion 4 2.2, 4.3.4, 8.2 12.2.4, 13.3, 13.5,1, l 3.5.2, 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, 5.2.1, 5•3, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9.10, Project, Definition of the . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.4 10.1.2, 10.2.6, l 1.1.3, 11•3, 12.2.2, 12•2•4, 13.3, 13 5.2, 14 ProjectManual, Definicionofthe . . . . . . . . . . . . . . . . . . 1.1.7 Notice of Testing and Inspections . . . . . . . . . . . . . . . . 13.5.1, 13.5.2 Project Nlanuals . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . 2.2.5 Notice [o Proceed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.2.2 Project Represenca[ives . . . . . . . . . . . . . . . . . . . . . . . . 4.2.10 Notlces, PeRnits, Fees and . . . . . . 2.2 3, 3.7, 3.13, 7.3.6 4, 10.22 Property Insurance . . . . . . . . . . . . . . . . . . . . . . . 10.2 5, 11.3 ; Observations, Architect's On-Site . . . . . . . . . . . . . . . . . 4.2.2, 4.2.5, PFIOTECTION OF PERSONS AND PROPERTY. . . . . . . . . . . 10 4.3-6, 9.4.2, 9.5. l, 9• 10.1, 13.5 Regulations and Laws 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, Obscrvations, Con[rac[or'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.$.1, 9.9, 11 3.11 Rejection of Wark . . . . . . . . . . . . . . . . . . . . . . . 3 5.1, 4.2 6, 12.2 On-Si[e Inspections hy che Archi[ect . . . . . . . 4.2.2, 4.2.9, 4.3.G, Releases of Waivers and Liens . . . . . . . . . . . . . . . . . . 9.10.2 9.4,2, 9.8.2, 9.9.2, 9.10.1 Rcpresentations . . . . . . . . . . . . . . . . . . . 1.2 2, 3.5.1, 3.12J, 6.2.2, $.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 On-Site Observations by the Architect 4 2.2, 42.5, 4.3.6, 9.4.2, 9.5. l , 9.10.1, 13.5 Representatives . . . . . . . . . . . . . . . . . . . . . . . . 2.1.1, 3.1.1, 3.9, Orcicrs, Vt'ritten 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, 5.1.2, 13.2.1 - 12.2, 13.5.2, 14 3.1 Resolution of Clatms and Disputes . . . . . . . . . . . . . . . . . 4.4, 4.5 ~ OWNER 2 Rc:sponsibility for 7'hose Pcrforming the Work . 33.2, Owncr, Definitlon of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.1 4 2.3, 6.1.3, 6.2, 10 Recainage . . . . . . . . . . . . . . . 9.3 1, 9.6.2, 9.8.3, 9.9.1, 9 10.2, 9 ►0.3 Owner, Information and Services Required of the 2.1.2, Review of Contract Documents and Field ~ 2.2, 4.3.4, 6, 9, 10.1,4, 11.2, 11.3, 13.5. 1,14. 1. t.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 C)wner and Architcct 3.10.1. 3.10.2, 3.1 1, 3.12, Owner's Financial Capability . . . . . . . . . . . 2.2 1, 14.1.1.5 4.2.7, 4.2.9, 52 1, 5.2.3, 9.2, 9.8.2 ; - Owner's Liability Insurance . . . . . . . . . . . . . . . . . . . . . 11.2 Kevicw of Shop Drawings, l'roducc Data • ~ Owner's Loss of Use Insurance . . . . . . . . . . . . . . . . . . 11.3.3 ancl Samples by Contractor . . . . . . . . . . . . . . . . . . . . . . . 3.12 5 Owner's Relationship with Subcontractars . . . . . . . . . . . . . . . 1.1.2, Rights and Remedies . . . . . . . . . . . . . t .1.2, 2.3, 2-4, 3.5.1, 3.15.2, 5.2.1, 5.4.1, 9.6.4 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 Ou[ che Work 2.4, 12 2.4, 14.2.2.2 10.3> 12.2.2, 12.2.4, 13.4, 14 Owner's Right to Clean Up . . . . . . . . . . . . . . . . . . . . . . . . . . 6.3 Royalties and Patents . . . . . . . . . . . . . . . . . . . . . . . . . 3.17 AIA DOCi1MENT A201 • GENEItAL CON171TIONS OF THE CONTI2ACT FOR CONSTRUCTION • FOURTEFNTH EDl'1'lON 4 A201 •1987 AIAO - @ 1987 THE AMERICAN INSTITUI'E pF ARCWITFCTS, 1735 NEW YORK AVENUE, N.W., VIASHINGTON, D.C. 20006 WARiJING: Unllcensed photocopying violates U.S. copyrlght laws and Is sub}ect to legal prosecution. 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 Terminacion of the Contract 4.3.7, 5.4. 1 1, 14 Samples, Dcfini[ion of . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.12.3 Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.6, 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 . . . . . . . . . . . . . . . . . . . . . . . . 9.2, 9.3. l Tcrmination of the Arrhitect . . . . . . . . . . . . . . . . . . . . . . . . 4.1.3 Schedules, Conscruction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.10 Termin:uion of the Contracror . . . . . . . . . . . . . . . . . . . . . . . . 14.2.2 . Scparate Conu•acts 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, 12.2.1,13.5 ~ Shop Drawings, Der„ic►o►, 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 'I'IITle Lllllll5, Specific . . . . . . 2.1.2, 2.2.1, 2.4, 3 10, 3• 1 1, 3.1 5.1, Sitc Inspeaians 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, 4.2.1l, 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. l 1.1.3, 1 1.3.6, 11.3 10, 9.4.2, 9.5.1, 9,8.2, 9-9.2, 9.10 I, 13.5 l l.3.1 1; 12.2.2, 12.2 4, 12.2.6, 13.7, 14 Spccial Inspections ajid Testing . . . . . . . . . . . 4.2.6, 12.2.1, 13.5 Time Limtts on Claims . . . , , . . . . 4.3•2, 4.3.3, 4.3.6, 43.9, 4.4, 4.5 - , Specifications, Uefinition of [hc . . . . . . . . . . . . . . . . . . . . . . . 1.1.6 'I"icle co Work . . . . . . . . . . . . . . . . . . . . . . . 9.3.2, 9.3.3 Speciflcations, The . . . . . 1. l .1,1.1.6, 1.1.7, 1.2.4, 1.3, 3.11 UNCOVERING AND CORRECTION OF WORK . . . . . . . . . . . . . 12 Scacutcs of Limicacions . . . . . . . . . . . . . . . . . . . . 4.5.4.2, 12.2.6, 13.7 Uncovering of Worfc . . . , . . . . . . . . . . . . . . . . . . . . . . . . . 12.1 Stopping the Work . . . . . . . . . . . . 2.3, 4.3 7, 9.7. 10.1.2, 10.3, 14. ! Unforeseen Conditions . . . . . . . . . . . . . . . . . . . . . 4.3.6,8.3.1, 10.1 ~ Storc(l Matcrials . . . . . . . . . . . 62.1, 9.3.2, 10.2.1.2, 11.3. 1.4, 12.2A Unit PriCeS . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.1 4, 7.3.3.2 ' Subcontractor, Definition of . . . . . . . . . . . . . . . . . . . . . 5.1.1 Use of Documents . . . . . . . . . . . . . 1. I .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 . . . . . . . . . . . . . . 1.2.4, 33?, 3.12.1, Values, Schedule of . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2,9.3.1 4.2.3, 5.3, 5 4 Waiver of Clalms: Final Payment 4.3.5, 4.5. l, y. l U.3 Subeontractual Relations . . . . . . . . . . . . . . 5.3, 5.4, 9.3.1.2, 9.6.2; Wauver Uf Claims by the Architect . . . . . . . . . . . . . . . . . . 13.4.2 ~ 9.6.3, 9.6. i, 10.2 1, 11.3 7. 1 1.3.8, 14.1.1, 14.2.1.2, 14.3.2 Waivcr of Claims b}• the Contractur 9.10.4, 11 3.7, 13.4.2 ~ 5ubmituils . . . . . . 1.3, 3.2.3, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5 2.3, Waiver of Claims h), chc Qwncr . . . . . . . . . . 4.3.5. 4.5.1, 9 9.3, 7.3.6; 92, 9.3.1, 9.8.2, 9,9. l 0.z, 9.10 3, 10.1.2, 1 1. I.3 9 10.3, 1 1.3.3, 11.3.5, 1 1.3.7, I 3.4.2 Subrogation, Watvers of . . . . . . . . . . . . . C.1.1, 11 .3.5.11.3.7 Waiver oF Liens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.10.2 - ~ Substantlal Completion . . . . . . . . . . . . . 4.2.9, 4.3.5.2, 8. t .1, 8.1.3, Waivers of Subrogation . . . . . . . . . . . . . . . 6.1.1, 11.3.5, l t .3.7 8.2.3, 9.8, 9.9.1, 12 2.1, 12,2.2, 13.7 Warranty and u'arrantics . . . . . . . . . . . . . . . . . . 3.5, 4.2.9, ' Substantial Complction, Definition of . . . . . . . . . . . . . . . . . 98.1 4.3.5.3, 9.3.3, 9.8.2, 9.9.1, 12.2.2, 13-7 1.3 Substitution of SubrontractUrs . . . . . . . . . . . . . . . 5.2.3> 5.2.4 Wc;athcr Delays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.8.2 Substitution of thc Architccc . . . . . . . . . . . . . . . . . . . 4.1.j When Arbitration May Be Demanded . . . . . . . . . . . . . . . 4.5.4 ' Suhstitutions of Ma[erials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.5 1 Work, Definiuun uf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . 1.1.3 Sub-subcontractor, Definition of . . . . . . . . . . . . . . . 5.1.2 Writ[en Conscnt . . . . . . . . . . . . . . l.i.l, 3.12.8, 3.14.2, 4.1 2, 4.3.4, Subsurface Conditioiti5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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. L3, Successors and Assigns . . . . . . . . . . . . . . . . . . . . . . 13.2 1 1 .3. I , t t .3.1.4, 1 1.3.1 l . 132, 13.4.2 Superlntendent . . . . . . . . . . . . . . . . . . . . . . . . . . 3.9, 102.6 Writtrn lnterpreuitions . . . . . . . . . . . . 4 2.11, 4.2.12, 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 i, 4.j.4, 6.1.3> 6.2.4. 7.1.3, 7.3.4, 8.2, 8.3.1, 10, lz, 14 4.5, 5.2.1, S..S, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9.10, 10.1.2, Sureny . . . . . . . . . . . . . . . 4A.1, 4.4 4, 5 4.1 2, 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 Surcty, Conscnt of . . . . . . . . . . . . . . . . . . . . . . . > 9.1, 9.I0.2, 9.1U.3 Wri[tcn Orders . . . . . . . . . . . . . . . 2.3, 3.9. 4 3 7, Survc%1s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.2.2, 3.18.3 7, 8.2.2, 11 3.9, 12.1, 12.2, 13.5.2, 14 3.1 i AIA DOCUMENT A201 • GENEfU1L COYDITIONS OF THF COVTRACT FOR GC~~~S'1'RUC`I'10\ • FOURTEENTH EDITION AIA~ •Oly}37'I'hfE AA4EKICAN INSTITUTE OFARCI-IITGCTS, 1735 NEV✓ Yn}tK AVENCG, N.W, WASHI'VGTOh', 1).C 20006 A201-1987 S WARNING: Unllcensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. ; GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 ment, construction systems, standarcis and workmanship for the Work, and performance of related services. GENERAL PROVISIONS 1,1,7 THE PROJECT MANUAL The Project Manual is the volumc usually assembleci for the 1.1 BASIC DEFINITIONS Work which may include the bidding requirements, sample 1.1.1 THE CONTRACT DOCUMENTS forms, Conditions of the Contract and Specifications. -The Contmc[ Documents consis[ of the Agreemenc becareen 1,2 EXECUTION, CORRELATION AND INTENT Owner and Contraccor (hereinafter the Agreement), Conditions of the Contract (General, Suppletnentary and other Conditions), 1,2.1 The Contract Documcnts shall he signed by the Owner Drawings, Specifications, atldenda issued prior to execution of and Contractor as pravided in the Agreement. If e:ither the ' the Contract, other docuinents litited in the Agreement anci pwner or Contractor or both do not sign all the Contract ModiEications issued after execution of the Contract. A Moc1ifi- pocuments, the Architect shall identify such unsigned Docu- cation is (1) awritten amendment ro the Contract signed by both parties, (2) a Change Ordcr, (3) a Construction Change ments upon request. Directive or (4) awritten order for a minor changc in the Work 1.2,2 Execution of the Contract by the Contractor is a repre- ~ issued bv chr: Archicec[. Unless specifically enumerated in the sencation that the Cantractor has visited the site, become famil- Agrec«ient, the Cantract DocumenLs do not include other iar with local conciitions under which the Work is to be per- documents such as bidding requirements (advertisement or forme(i and eorrelateci per5onal observations with require- ~ invitation to bid, Instructions to Bidders, samplc forms, the ments of the Contract laoc:uments. ; Contractor's biti or portions of addcnda relating to bidding rec~uirement~5). 1.2.3 "1'he intent c~f the Cc~ntract Documents is to include all items necessary for the proper execution and completion of the 1.1.2 THE CONTRACT Work tay the Contrac[or. The Contrac[ Documen[s are comple- The Contract Docurnents form the Contract for Construction, mentary, and what is required by one shall be as hinding as if - The Contract represents the entire and integrated agreement required by all; performance by the Contractor shall be Uctwccn the partic:s hcreto and supersedes prior negotiations, reyuiretl only to the extent consistent with the Contract Dacu- ; representarions or agreements, either written or oral. The Con- ilients and reasonably infcrable from them ,is being necessary i tract may be amended or moditied only by a Modification. The to produce the intendeci results. ' Contract Documents shall not be construed to create a contrac- 1,2,4 Organization of the Specifications inco divisions, sections tual relation5hip of any kind (1) between the Archicect :und Con- and arcicles, and arrangement of Drawings shall not control the tractur, (2) betwec.n the Owner and a Subcontractar or Sub- subc:ontractor or (3) bet~~een any pcrsons or entitics other thzn Contractor in dividing the ~Vork among Subcontractors or in , the O~vner iincl Contractor. '1'he Architec:t shall, hc~wever, be estal~lishing the extcnt of V(~ork to bc pcrformed by any tradc entitled co performance and enforcement of obligations under 1.2.5 Unless otherwise stated in the Contract Documents, the Contract intencieci to faeili[atc performanee of the words which have well-known technical ar construction indus- , Architect's ciutics. try meanings are used in the Contract Documents in accord- - 1.1.3 THE WORK ancr with such rccognizecl mcanings. The tc;rili "Work" means the construction and services 1•3 OWNERSHIP AND USE OF ARCHITECT'S required by Lhe Coneracc Documcnts, wtlCtl1CC COIIIpIC[CCJ oC DRAWINGS, SPECIFICATIONS AND OTHER partial]}° completed, auZd includes all other labar, materials, DOCUMENTS equipment 7nd services provided or to be provided by the 1.3.1 The Drawings, Specifications and other documents _ Contractor ro hilfill the Contractor's obligations. The Work prepared by the Architect are instrumenLs of the Architect's may constitute the cvhole or a part of the I'roject. scrvice through which the Work to be executed hy the Con- 1.1.4 THE PROJECT tractor is described. The Contracror ma}i retain one contract The Pr~ject is the tr~t~il construction of ~~~hich the ~X%ork per- record set. Ncither the Contractor nor any Subcontracror, Sub- formed under the Contract DocumCnts may he [he ~tijhole or a s~~ncontracror ar material or equipment supplicr sh~ill o~vn t~r part and ~vhich may include constructi~n hy the Owner or by claim a copyright in the Dra~~ings, Specificatians and ather , documcnts prcparcd by the Architcct, and unless otherwise seJ~arate contractors. indicated the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will re[ain all common law, sta[utorv and other reserved rights, ' The Drawings are the graphic and pictonal portions of the Con- in addition to the coptijrighc. All copies of rhem, except the tract Documents, wherever located anci whenever issueci, Contractor's record set, shall be retumed or Suitabl}7 aecounted showing the design, location and climensions of the Work, for to the Architect, on request, upon c:ompletion of the Work. genecall>> including plwls, c;levations, sections, details, schecl- The Drawings, Specitications and other documenes prepared , ules and diagrams. by the Architect, and copies thereof furnished to the Contrac- tor, are for use salely with respect to this Project. They are not 1.1.6 THE SPECIFICATIONS to be used by the Contractor or any Subcontractor, Sub- 7'he Specifications are that portion oF the Contract Documents subcontractor or material or equipment supplier on other proj- consisting of the written requirements for materials, equip- ec4s or for aciciitions to this Nroject outside the scope of the AIA DOCUMENT A201 • GENERIIL CONDITIOVS OF I'HE CON'I'RACT FOR CONSTRUCTION • POURTEENTH FDITION s A201-1987 AIAe - @ 1987 THE AMERICAN iNSTITUTF. OF ARCt-IITEC'I'S, 1735 Nf:W YORK AVENL'E, N.W., WASMINGTC)N, U.C. 20006 ' WARNING: Unlicensed photocopying violates U.S. copyright laws and (s subject to legal prosecution. Work without the specific written consent of the Ownee and ments and charges required for construction, use or occupancy , Architect. The Contractor, Subcontractors, Sub-subcontractors of permanenc structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities license to use and reproduce applicablc partions of the Draw- ings, Specifications and other documents prepared by the 2•2•4 Information or services under the Owner's control shall ; Architect appropriate to and for use in the execution of their be furnished by the Owner with reasonable promptness to - Work under the Contract Documents. All copies made under dv~id delay ul orderly progress of the Work. this license shall bear the statutory copyright notice, if any, 2.2,5 Unle,.ss otherwise provided in the Contract Documencs, i shown on the Drawings, Specificatians and other documents the Contractor will be furnished free af char e, such co ies of prepared by the Architect. Submittal or distribution to meet ' g p ' official regulatory requirements ar for other purposes in con- Drmvings aiid Nroject Manuals as are reasonably necessary for nection with this Project is not to be construed as publication execuaon of the Work. , 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 qwner enumerated herein anci especially those 1.4 CAPITALIZATION in re.spect [o Article 6(Constructian by Owner or hy Separate 1.4.1 Terms capitalized in these General Conditions include Contractors), Article 9(Payments and Complecion) and Article : those which are (1) specifically defuied, (2) thc titles of num- >>(Insurance and f3ond..s). bered articles ancl identified rrferences to Paragraphs, Subpara- 2,3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document or (3) che cicles of ocher 2,3.1 If the Contractor fails ro correct Work which is not in documents published b}r che American Instituce of Archicects. 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 ln the in[erest of brevity the Contract Documents fre- Work in accorclance with the Contract Documents, the Owner, , quently omit modifying words such as "all" and "any" and arti- bY written orcier signed personally or by an agent specifiealiy so cles such as "the" anci "an," but the fact that a modifier or an empovvered by the Owner in writing, may order the Contrac- article is absent from one statement and appears in another is tor to stop the Work, or any portion thereof, until the cause for not intended to affect the interpretation of either statement. such order has bcen eWninated; however, the right of the Owner to stop the Work shall not give rise [o a duty on the part ! of the Owner to exercise this right for the benefit of the Con- ARTICLE 2 tracror or any other person or entity, except to the extent = required by Subparagraph 6.1.3. OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.1 DEFINITION 2.4.1 If thc Contracwr defaults or negleets to c:arry out the 2.1.1 The Owner is the persan or enticy iden[ificd 3s such in Work in accordance wi[h the Contract DoCUIIleI1IS aid faiLs the Agrcemcnt and is rcferred to throughout the Contract within a scvcn-day pcriod aftcr rccc:ipt of written notice from llocuilients as if singular in number. 'I'he term "Owner" means the Owner to commence and concinue correction af such ~ the Qwner or the Qwmer's authurized representative. default or neglect with diligence and promptness, the Owner ~ mav after such seven-day pcriod give ehe Contractor a second 2.1.2 The Owner upon rcasonable writtc.n request shall fLirnish wricten notice to correct such dcficiencies within a second to the Contractor in writing information which is neccssary tind seven-cia,y pericxl. If the Contractor within such sccond seven- ; relevant for the Contrac[or to evaluate, give notice of or day pcriod after receipt of such second notice fails to com- enforce mechanic's lien rights. Such information shall include a mence and conunue ro correct any deficiencies, the Ocvner correct statement of the record legal title to the propertt7 on may, without prejudice to other remedies the Owner may which the I'rojNCt is locateci, usually referreci lo as the sile, and h»ve, correct such deficiencies. In sueh case an appropriate the Owner'S interest therein at the time of execution of the Change Urder shall be issueci deducting from payments then or rlgreement m-id, within five days after any change, information thereafter ciue the Ccmtractor the cost of c;orrecting such defi- of such change in title, recorded ar uiirecorded. cicncies, inducling compcnsation for the rlrchitect's adciitional - scrvices and expenses made necessary by such default, neglect , 2.2 INFORMATION AND SERVICES or failure. Such action by the Owner and amounts charged to , REGIUIRED OF THE OWNER the Contraccor are hoth subject to prior apprcrval of the Archi- tect. If pa~=ments then c>r thereafter ciue the Gontraccor are no[ 2.2.1 The On7ner shall, at the rec~uest of the C~n~ract~r, prior sufficient ro cover stIch amounts the Contractor shall .~v the ' [o exec:ution of tl~e Agreement .-itlCl pCOt17pCIV from time to ti,ne ' diFference tn the Uwner. ~ thcrcafter, furnish tU the Contractor reasonable cvidence chat financial arrangements have been made to fulfill thc Owner's obligations undcr thc Contract. [Alute: Unless sccch reasaruhle ARTICLE 3 cvrdence tvere f urnished ort reqtcest prior to t.he e.xecutiun of ; the Ag,-eement, the prospectiue cunh•actvr wuuld nut be . CONTRACTOR - required to c~tecute the Agree»zent or to co»zmencc~ tl~e lt~vrk./ 2.2.2 '1'he Owner shall fiirnish surveys de5cribing physical 3.1 DEFINITION characteristics, le:gal limitatioitis and utility locations for the site of the Project, and a legal description of the site. 3.1.1 The Contraccor is the rerson or enciry identified as such in the Agreement anci is referred ro throughou[ the Contract 2.2.3 Except for perinits aiid fees which are the responsibiliey Documents as if singular in number. I'he term "Contractor" of the Contractor under the Contract Documents, the Owner means the Gontractqr or the Contractor's authorized ' s11it11 secure -,uid pay for necessary approvals, ease►nents, a.ssess- rcpresentativc. AIA DOCUMENT A201 • GENERAI. CONDITIONS OF THE CONTRACT FOR CONSTRI;CTlON • FOURTFENTH FDITION AIAO • ~ 1987 THE Aib1ERICAN INSTITUTE's OF ARCF{ITECTS, 1735 n`EW YOItK AVENUE, \ Vi'., WA$FIIhGTOv, D C 20006 A201'1987 ] WARNING: Unlicensed photocopying viotates U.S. copyright laws and is subject to legal prosecutlon. 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY ~ FIELD CONDiTIONS BY CONTRACTOR 3.5.1 Thc Contracror warrants to thc Owncr and Architect that _ 3.2.1 `r'he Contractor shall carefiilly study and compare the materials and equipment fiirnishect uncier the Contract will be Contract Document~ti with each other and with information of ge>od yuality and new unless otherwise reyuired or pcrmit- furiushed bv the Owner pursuant to Subparagraph 2.2.2 and trd tay the Contract Documents, that the Work will be free shall at once report [o the Architect errors, v-iconsistencies or from defect5 not inherent in the quality reyuired or permitted, omissions discovered. The Contractor shall no[ be liable to the and that the Work will conform with thc requiretlients of the Owner or Architect for dainage resulting from errors, inconsis- Contract Doeuments. Work no[ conforming co these require- tencies or omissions in the Contract Documents unless the mcnts, including substitutions not propcrly approved anci Contractor recogni-r.ed such error, inconsiseency or amission authorized, may be cansitiered ciefective. "I'he Contractor's and knawingly failed to report it to the Architect. If the Con- warranty excludes remedy for dainage or defect causecl by tractor performs any construction activity knowing it involves abuse, modiflcations not executed by the Concractor, improper a recognized error, inconsistency or omission in the Contract or insufficient maintenw-ice, improper operation, or norma] llocuinents without such notice to the Architect, the Contrac- wear and tear under noriiial usage. If required by the Architect, tor shall assume appropnate responsibiliry for such perfor- the Contractor shall fiirnish satisfactory evicience as to the kind mance and shall bear an appropriate amount of the attributable and qualit}r of marerials and equipmcnc. costs for correction. 3.6 TAXES , 3.2.2 Tlie Contractor shall take fiEld me:tsurements azd verify 3.6.1 Thc Contractor shall pav sales, consurner, use and similar fielci conditions and shall earefully compare such field mea- t~.~es for [he Work or portions thereof provicled hy the Con- surements vnd conditions and other information knvwn to the tractor which are lebally enacted whcn Uids are received or Contractor with the Contract Documents hefore cominencing iiegotiations concluded, whecher or not yet effective or merc:ly activities. Errors, u-iconsistencies Ur omissions discovered shall SCheduled to go into effect. ~ be reported to the Architeet ac dnce. 3.7 PERMITS, FEES AND NOTICES , 3.2.3 The Contractor shall perfOrm the Wbrk in accordance 3.7.1 Unless otherwise provided in the Contract 17ocuments, with the Contract Documents and subinittals approved pur- suant to Paragraph 3.12. the Contracror shall secure and pay fc~r the building permit and other permits and govemmental fccs, liccnscs and inspcctions 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES neccssary for propcr cxccution and co~i-iplction of the Wc>rk 3.3.1 The Contractor shall su cr~Tisc and dircct thc Work n'hich arc customarily sccurcd ~lftcr cxccution of thc Contract p ' and ~vhich are Icg~tlly rcquircd ~vhen bicls ~ire recei~~e(i ur nego- using the Contractor's bes[ skill and attention. The Contractc~r ~~-itions cc~nclucled. shall be solely respansible far ~u-~ci have control over construc- ` tion means, method.s, techniques, SLqUCIICCS anci procedures 3.7.2 'I'he C:ontractor shall comply with and give notices ~ and for coordinacinb all portions of the Work under the Con- required by laws, ordinances, rules, reKulati4ns antl lawful , Lract, unless Contract Documents give other sptcific instruc- orders of public authorities bearing on performance of the tions concerning thesc matters. Work. 3.3.2 "t'he Contractor shall be res{)onsihle to the Owner for acts 3.7.3 It is not the Contractor's responsihility to ascertain that and oiiiissions of [he Contractor's emp(oyees, SubCUntraCtcrs the Contract Documents are in accordance with applicable and their agents and emplo}lecs, and other persons performing laws, statutes, drdinances, building codes, and rules and regula- portions of the Work untler a contract with the Contracror, tions. However, if the Contrtctor obsenres that portions of the - 3.3.3 The Contractor shall noc bc: relieved oFobligations to per- Contract Documents are at variance therewith, the Con[ractor shall promJ~tly~ notily the Architect anci O~vner in ~~~riting, and forni [he Wc>rk in accordance wich the Contract Documents li«~ssd~, c~dn~es shall h~ accomplishecl by appropriate either l~y activities or duties of the Architect in the r~rchitect's ModlFcarion. administration of the Contract, or hy tcsts, inspcctions or approvals required or performcd by persons other thati the 3.7.4 If ttZe Contraetor pcrforms Work knowing it to be con- Contractor. trary to laws, stacutes; ordinances, building eodes, and rules and 3.3.4 The Contraetor shall be responsihle for inspectiun of por- regulations without such notice to the Architeet ancl Owner, the Contractor tions of Vt~c~rk already pcrforme~l under thi~ Contract to dcter- shall a5sume full responsibilitti~ for such Work and shall bcar the attributable costs ciiinc that such portions are in proper condition to rcccivc sub- sequent Work. 3.8 ALLOWANCES 3.4 LABOR AND MATERWLS 3.8.1 The Contractor shall inclucte in the Contract Sum all 3.4.1 Unless otherwise provided in the Contract Documents, aUowances statecf in the Contract llocuments. Items covered h the Contractor shall providc and pay for labor, materials, ec{uip- v allo~z~~nccs shall be suppliecl for such ~unouncs and by such ersons ar entitics as ehe O~vner ma}~ direct, but the Contractor p, t~ols, conscruction equipmenc znd mach~nery, waeer, ment 5haheat, utilities, transportation and ocher f icilities ~~nd ser~~ices ll not bc r~y~ureci t~ eri~~lc~y persons or cntities ag~unst necessary for proper eXecution and completwn of the ~~~ork, n'hich the Contract~r makes reasonahle objectiun. whe[her temporary or permanenc and wccthcr or not incorpu- 3.8.2 Unlcss o[herwise provided in the COntraC[ DOCUmen[S: ratc.d or to be incorpor<<ted in thc Work. .1 materials and equipment undcr .111 11IOw1t1Ce SIIaII be 3.4.2 The Contracwr shall enforce strict discipline anci goocl selectcd promptly bv the Owner to avoid delay in the orcler among the Contractor's cmpluyees and other persons Work; ' carrying ouc the Gontract. The; Contracwr tihall not pECllll[ .2 a_I1O\Va11CeS Sllall cover the cost to the Contracror of employment of unfit persoiis or pcrsons not skilled in ta.sks materials and equipment delivered at the site and all assigned to thei1i. required tahes, less applicable trade discounts; AIA DOCUMENT A201 • GENERAI. CONllITIUnS UF 'CI-IE CONTE2A(,'C FUR C0iN5TRUCT'ION • rOURTFENTH F.DITION 8 A201-1987 AIAD • (D 1987 THE AMERICAN INS"I"I'I'U"l'E OFARCHI'('ECrS, 1735 n'EVV 1'OKK AVEVUE, N.V('., WASHING'I'UV, l) C. LQUOC WARNING: Unlicensed photocopying violates U.S. copyright laws and is subJect to legal prosecution. _ ' .3 Contraetor'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 eapenses contemplated for stated allowance expres.sed 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; 4 ~.vhenever costs are more than or less chan allon~ances, 3.12.5 The Contractor shall review, approve and sut~mit to the . Archicect Shop llrawings, Product Data, Samples wid simllar the Contract Sum shall be adjusted accordingly by submittals required by the Gontract 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) change.s in tractors. Submittals inade by the Contractor which are not " Contractor's costs under Clause 3•8.2.3. required by the Contract Documents may be returned cvithout 3.9 SUPERINTENDENT action. 3.9.1 The Contractor shall emUloy a competent superinten- 3.12.6 The Contractor shall perfUrm no portion of the Work dent and nece.ssary assistants wha shall be in attendance at the requiring submittal and review of Shop llrawings, Product Projec[ sitc during performance of the Work. The superinten- llata, Samples or similar submi[tals until the respec[ive submi[- - dent shall represent the Cor►tractor, and communications given tal has been approvcd by the Architect. Such Work shall be in to the superincendent shaill bc as binding as if given to the Con- dccorciancc with approved submittals. - tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirnicd an 3.12.7 13y approving and submittu-ig Shop Drawings, Product "written request in each case. Data, Smnples and similar submittals, the Contractor represents ~ that the Contractor has determinetl and ~~erified materials, feld 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES measureinents and field construccion criteria related thereto, or 3.10.1 The Contractor, promptly after being a`varded the Con- will do so, uid has checked and coordinated the information -tracr, shall prepare and submit for the Owner's and Architect's contauied within such submittaLs with the requirements of the information a Contractor's construaion schedule for the Work. Work and of the Contract Documents. _ The schedule shall not excccd [ime limits current uncter the Contra«t Documents, shall be reviscd at appropriate intervAs as 3.12.8 The Contractor shall not bc rclicveci af responsibility requirecl by the conditions af the Wqrk and I'roject, shall he far deviations from requircments of the Con(raet Doc:uments : related ta the Entire Project to the extent required by thc Con- by the Architect's approval of Shop Urawings, Product llata, tract Docuiiicnts, and shall provide for eYpeditious and practi- Sampics ar similar submittals unless the Contractor has rahle erecution of the Work. specific:ally informecl ihe Architect ui writing af such cieviacion at [t1E tune of suUmittal and the Architect has givcn written 3.10.2 The Contracror shall prepare and keep current, for the dpproval to the specific cieviation. 7'he Contractor shall not be Architect's approval, a schedule of submittals which is coordi- relicvcd of responsibility for errors or omissions in Shop Draw- natetl with the Contractor's constniction schedule and allows ings, Praduct Data, Swnples or similar submittals by the Archi- the Architect reasonable ciinc to review submittals. tect's approval thereof. 3.10.3 The Contractor shall conform to the most recent 3.12.9 The Contractor shall direct specific atte:ntion, in wnting sc}Zedules. or on resubmitted Shop Drawings, Product Data, Samples or 3.11 DOCUMENTS ANO SAMPLES AT THE SITE siiiiilar submittals, ro revisions other than those requested by ' 3.11.1 The Contractor shaU maintain at the site for the Owner the Architect un previous submittals. _ ane reeord eopy of the Drawuigs, Specifications, adtiencla, 3.12.10 Informational submittals upon which the Architect is Change Orders and other Modifications, in good order and not expected to take respotzsive action may be so identified in marked currently to record changes and selections made during the Contract Documents. construction, and in adclition approved Shnp Drawings, Prod- 3.12.11 When profes.sional certification of performance crireria uct Data, Samples and similar required suhmittals. "fhese shall of materials, systems or equipment is requireci by the Contract be available w[hc Archi[eet uicl shall be delivered to the Archi- UocUments, the Architect shall be entitled to rely upon the teet for submittal to the Owner upon completion of the Work, accuracy and completeness of such r.ilculaaons aiid certifi- 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES cations. 3.12.1 Shop Drawings are dranrings, diagrams, schcdulcs and 3.13 USE OF SITE _ other da[a specially prepared for the Work by the Contractor or 3.13.1 The Contracror shall confine operations at the site to • a Suhcontraccor, Sub-subcontractor, mznufacturer, supI:)lier or areas permitted by law, ordinances, permits and the Contract ; distributor to illustrate sume portivn of the Work. Uocuments and shall not unreasonably encumbcr the site with 3.12.2 I'rocluct Uata are illustracions, Stanclarci sc:heclulcs, per- materi-ils or cquipment. , formancc charts, instnictions, brochures, diagrams and other 3.14 CUTTING AND PATGHING ' information fiirnished by the Contractor to illustrate materials 3.14.1 Thc: Contractor shall be responsible for cutting, fitting or equipment for some portion of the Work. 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, cquipmcnt or workmanship and establish stanciarcls 3.14.2 The Contractor shall not damage or endanger a portion by which the Work will bc judged. of the Work or fully or partially completed constniction of the 3.12.4 ShOp Drawings, Aroduct Data, Samples and similar sub- Owner or separate contractors by cutting, patching or other- miitals are not Contract Documents. The pury-)ose of their sub- wise altering such constniction, or by eYcavation. The Contrac- mittal is [o demonstrate for ehose pOrtiOns Of the Work for tor shall not cut or otherwise alter such construction by the AIA DOGUMENT A201 • GENERAL CO\7DITIUNS OF 'I'hiE CON1'}2ACT FOR CONSTRIICflON • FOUR"I'EEN'1'M EDITIQN A!A° - O 1987 THE AMERICAN INS`I'1'1'U`I'E OF ARCHITECTS, 1735 NF.W l'ORK A\IEn`l;r, N.W., WASI•IINGTON, D.C. 20006 A201-1987 9 WARNING: Unlicensed photocopying vlolates U.S. copyrtght laws and Is subject to legal prosecutlon. Owner or a separate contractor except with written consent of tect's consultants, and agents and emp(oyees of any of them the Owner and of such separate cantractor; such consent shall arising out of (1) the preparation or approval of maps, drawings, ~ not be unrtasonaUly withheld. The Contractor shall not unrea- opinions, reports, surveys, Change Orciers, designs or specifica- sonably withhold fram the Owner or a separate contractor the tions, or (2) the giving of or the failure to give directians or Contractor's consent to cutting or atherwise altering the Work. inswctions by the Architect, the Architect's consultants, and agents and employees of any of them provided such giving or 3.15 CLEANING UP failurc co give is the primary cause af the injury ar damage. 3.15.1 The Contractor shall keep the premises and surround- ing area free from accumulation of waste materials or cubbish caused by operations under the Contract. At comnletion of the ARTICLE 4 Work the Contractor shall remove from and about the Projecc wa.ste materials, nibbish, the Contractor's tools, construccian ADMINISTRATION OF THE CONTRACT equipment, machiner}T and surplus materials. 4.1 ARCHITECT 3.15.2 If the Contractor fails to clean up as provicied in the 4.1.1 The Architect is the person lawfully licensed to praetice Cantract Documents, the Owner may do sa and the cost architecture or an entity lawfully practicing architecture iden- thereof shall be charged ta the Contractar. tified as such in the Agreement and is referred to throughout 3.16 ACCESS TO WORK the Contract Documents as if singular ul number. The term 3.16.1 The Contractor shall provitie the Owner and Architect "Archiiect" meatis the Architect or the Architect's authorized access to the Work in preparation and pragress wherever representative. located. 4.1.2 Uuties, responsibilities and limitations of authority of che ' 3.17 ROYALTIES AND PATENTS Architect as set forth in the Contract 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. nwiler, Gontractor 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 , i from loss on account thereaf, but shall not be responsible for 4.1.3 In case of terminatian of employment of the Architect, such defense or loss when a particular design, process or prod- the Owner shall appoint an archicect against nrhom the Con- uct of a particular manufacturer or manufacturer5 is required by tractor makes no reasonable objECtion and whose status under i the Contract Documents. However, if the Contractor has rea- the Contract Documents shall be thac of the former architect. san to believe that the requireei 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 loss unless such information is promptly furnished 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 3.18.1 To the fullest extent permitted by law, the Contractor as described in the Contract Documents, and will be the , shall indemnify and hold harmless the Owner, Architect, rlrchi- Owner's representative (1) during construction, (2) until final tect's consultants, and agents and employees of any of them pavment is due and (3) with the Owner's concurrence, from from and against claims, damages, losses and eYpenses, includ- time to time during the correction perioci described in I'ara- ing buc not limited [o attomeys' fees, arising out of or resulcing graph 12.2. The Architect will advise and eonsule cvich the from performance of the Work, provided that such claim, dam- Owner. 1"he Architect will have authority to act on behalf of the age, loss or expense is attributabie to bociil}' IIIJUIy', sickness, Owner only to the extent provided in the Contract Document5, - disca.sc or dcath, or to injury ro or destniction of tarZgible prop- unless otherwise modified by writtcn instrument in accordance ercy (other ihan the Work it,ytlo uicluding Ioss of use resulting with other provisions of ttte Contract. ; thcrcfrom, but only co [hc cxtcnt causcd in whole or in pan by negligent acts or omissions of the Contracror, a Subcontractor, 4.2.2 "1"he Architect will visit the site at uitervals appropriate to _ anyone directly or indirectly einployed by them or anyone for the stage of construction to become generally fan-iiliar with the whose acts [hey may be liable, regardless of whether or not progress and quality of the completed Work and to determine such claim, damage, loss or expense is caused in part by a party in general if the Work is being performed in a ma-iner indicat- indemnifed hereunder. Such obligation sh~ill not be constniecl lng th~it the V~~ork, ~~hen completed, will he in acc~rtiance with the Contract Documents Mowever, the Archiccct will ciot bc to negatc, abriclge, or reduce ather rights or obligations of indemniry which would othemrise exist as to a party or person required to make exhaustive or continuous on-site inspections dcscribcd in this Paragriph 3, l$• ro chcck quality or quantit}= of the Work. On thc basis of on- site obscrvations as an architect, the Architect will kecp the _ 3.18.2 In claims against an}, person or entity indemnified Owner informed of progress of the Work, and will cndcavor to uncler this Paragraph 3.18 by an employee of the Contracror, a guard the Owner against defects ancl deficiencies in the Work. Suhcontractor, anyonc dircctly or indirectly cmploycd by thcm or anyonc for ~vhosc acts thcy may bc liablc, the indcmnitica- 4•2•3 'I"he Architect ~Jill not have control over or charge of and ; tion obligation under this Paragranh 3.18 Shall not be limited b}} will noc be responsible for constniction means, methods, a limitation on amount or tvpe of ciamages, cQmpensa[ion or techniques, sequences or procedures, or for safety precautions benefits payable by or for the Contractor or a Subcontracror and programs in connection with the Work, since these are uncler ~rorkers' or ~vc~rkmen's compensation acis, disabilic}- solely~ the Contraccor's responsibility a.s provided in Aaragraph benefit acts or other employee benetit acts. 3.3. 'I"he Archicect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract 3.18.3 The obligations of the Contractor under this Paragraph Documents. The Architect will not have control over or charge 3.18 shall not estend to the liabiliry af the Architect, the Archi- of and will not be responsible fUr acts or omissions of the Con- AIA DOCUMENT A201 • GENERAL C:ONDITIONS UF THE CONTRACT FOR CONSTRUC7'ION • C(7lJRTEEn71-I GUITION 10 A201-1987 AIA° 0 9 1987'I'HE AMEItICAN INS`I'I"1'U'fE OFAKCHCI'EC'I'S, 1735 \"EV(' 1'C7RK AVF.NUF, N.W., V'ASHING`I'ON, D.C 20006 WARNING: Unlicensed photocopying vlolates U.S. copyright lews and is subject to legal prosecutton. ; tractar, Subcantrac[ors, or their agents or employees, or of any out the Architect's responsibilities at the site. The duties, other persons pcrforining portions of the Work. responsibilities and limitations of authority of such project 4.2.4 Communications Facllitating Contract Administra- represencacives siiall be as sec forth in an e~ibic co be incorpo- rated in the Contract Documents. tlOn. Except as otherwise provided in the Contract Dacuments ; or when direct communications have been specially autho- 4.2.11 The Architect will interpret and decide matters concem- rized, the Owner and Contractor shall endeavor to cammuni- ing performance under and requirements of the Contract cace through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac- Architect's consultants shall be through the Archicect. Commu- tor. The Archicect's response to such reyuests will be made nicatians by and with Subcontractors and material suppliers with reasonable pramptness anct within any time limits agreed shall be through the Contractor. Communications by and with upan. If no agreement is made conccrning the time within separate contractors shall be through the Orvner. . which interprctations 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 recognizect on account of failure by the Architect to fur- - review anci certify the amounts due the Contractor and will nish such interpretations until 15 days after written request is made for issue Certifcates for Payinent in such amounts. them. . 4.2.6 The Architect ~.vill have authority to rejcct Work which 4.2.12 Interpretations and decisians of the Architect will be does not conform to the Contract Documents. Whenever the consistent with the intent of and reasonably infcrable from the Architect considers it necessary or advisable for implementa- Contract Documents and will be in cvriting 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 co require aciditional inspec[ion or testing of the Architect will endeavor to secure faichful performance by both Work in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor, will not show partiality to eithcr aiid whether or not such Work is fabricated, installed or completed. will no[ be liable for resulcs of interpretacions or decisions so However, neither this authority of the Architect nor a decision rcndered in good faith. made in good faith either to exercise or not to exercise sudi ~ authorit}j shall give rise to a duty or responsibility of the Archi- 4.2.13 The Architect's decisions on matters relating to aesthetic tect ro the Contractor, Subcontractors, material and equipment cffect will be final if consis[ent with the intent expressed in the suppliers, their agents ar employees, or ather persons perform- Gontract Uocuments. ing portions of the Work. 4.3 CLAIMS AND DISPUTES 4.2.7 The Architect will rcview and approve or take other apnropriate action upon the Contractor's submittaLs such as 4.3.1 Definition. A Claim is a deinand or assertion by one of Shop Drawings, Product Data and Samples, but only for the the parties seeking, as a matter of right, adjustment or interpre- limiced purpose of checking for conformance with information tation of Contract terrns, payment of money, extension of cime given and the design concept espressed in the Contract Docu- or other relicf with respect to the terms of the Contract. The ments. '1"he Architect's action will be taken with such reason- tc:nn "Claim" alsa includes ocher disputes and macters 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 rclat- activities of the Owner, Contractor or sEparate contractors, ing to the Cantract. Claims mus[ be cnade by written nocice. while allowing sufficient time in the Architect's professional The responsibility to substantiate Claims shall rest with the judgment ro permit adequate review. Review of such submittals party making the Claim. is noc conducceci for the purpose of determining the accuracy and completeness of othcr dettils such as dimensions and 4.3.2 Decision of ArchiteCt. Claims, including those alleging quantities, or for sunstantiating instructions for installation or an error or omission by the Architect, sliall be referred initially performancc of equipment or systems, all of which remain the to the Architect for action as provided in Paragraph 4.4. A deci- responsibility of the Contractor as required by the Contract sion by the Architect, as provicled in Subparagraph 4.4.4, shal] Documencs. The Architect's review of the Contractor's submit- he required as a condition preccdent to arbitration or litigation tals shall not relieve the Contractor of the obligations under oF a Claim between the Contractnr and Ownc;r as to all such Paragraphs 3.3, 3.5 and 3.12. The Archi[ect's rcview shall not matters arising prior co the ciate final paymcnt is due, regardless constiture approval af safety precautions or, unless otherwise of (1) whcther such matters relate to execution anci progress of specifically stateci by the Architect, of any construction means, the Work or (2) the extent to which the Work has been c;am- methods, techniques, sequences or proceciures. The Architect's pleted. The decision by the rlrchi[ect in response [o a Clai«i approval of a specific item shall not indicaee approval of an shall nat be a eondiiion precedent to arbitration or litigatian in assembly of which the item is a componenc. the event (1) the position of Archicect is vacanc, (2) the Archicect has not recei~~ed e~~idence or has faileci tc~ rende:r a decision 4.2.8 The Architect will ~repare Change Orders and Construc- ~,]thin agreed time limits, (3) the Architect has failed to take tion Change Directives, and may authorizc nunor chan~es in action required untier Subparagraph 4.4.4 within 30 days after the Work as provir~ed 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 cietermine the been referred to the Architect or (5) the Claim relates to a date or dates of Subscantial Complction ai-id the clate of final mechanic's lien. completion, will receive and forward to the Owner for the O«°ner's review and records ~~ritten ~~arranties ancl related 4.3.3 Time Limits on Claims. Claims b~~ eithcr part~~ must t~e Inade within 21 days after occurrence of the event giving rise co documents required by the Contract anct assemblcd by the Contractor, and will issue a final Cereificate for Payment upon $UCIl Clallll Of wi[hitl 21 days after the claimant tirst recognizes compliance with the requirements of the Contract Documents. the condition giving rise to the Claim, whichever is later. Claims must bc made by writccn notice. An additional Claim made 4.2.10 If the Owner and Architecc agrce, the Architect will pro- after the inicial Claiin has been implemented by Change Order vide one or more project representatives to assis[ ui carrying will not be considered unless submiaed in a eimely manner. AIA DOCUMENT A201 • GENERAL COn'DI"fIONS OF THE CdN'I'RAC'f FOR CONSTRUCI'IOn • FOURTEENTW EDITION AIA° •~O 1987 THE AMERICAN IVS'I'CI'IITE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.Vi%., VitASHIVG'1'UN, D.C. 20006 A201-1987 11 WARNING: Unlicensed photocopying vlolates U.S. copyright laws and is subject to Iegal prosecutlon. I ~ 4.3.4 Continuing ContraC# PerfGI'1ttia11Ce. Pendii-ig fjiial reso- subsrantiating that weather eonditions weze abl7armal far the j ludon of a Claim including arbitration, unless otherwise agreed period oF time anrl eoultt rtot have bcen reasonably anticipated, in writing the Gontractor sha11 pr~~~ed diligently with perfor- and that wcather conditians h:aci an advcrse cffect on the martice of the Cantr-Act md the Owner sharl cnntsnue to rriake scheduled conStruction. payments in accordance with the Gontract Dacun-icnts. 4.3.9 Injury or Darr4age to Persan ar Proper#y. If e ither party i' 4.3.5 1Naiver of Clairns: Fina} Paymen#. 'i"he making of final ta the C;antract sufFers injur}= or damagc io person or property payment shall cranstitute a waivcr of Glaims bv the Owner because (A an act or arnission of thc nthcr party, nf any of the except those arising from: other party's ernplo}fees or agents, or oF others Fnr who-w acrs .1 lions, Claims, securiry knterests or encurnbrances aris- such party is legaJiy liable, written notice of suctl rnjury nr ing out of the Contraet and unsettled; damage, whether or not insurerl, shAi bc givcn ta the other .2 failure of the Work to comply with the requircincnts party withir-i a reasonable Cime riot excecding 21 day5 aftcr fir5t of lhe Contract Docurnents; or observai7cc. The notice shall peovide 5ufficicnt cietail tn ctiablc the ath~:r party to iaivestigaLe the matter, If -t Claim for addi- ' .3 t~rms oF special warranties rec~tbireel hy th~ Contr~ict ric~na] e~ast or tirne related tv this C;1aun is to be a.~serte~l, iL StzaJl ' Dc~cum~nt~, be fded as provided in Subparagraphs 4,3,7 or 43.8, 4.3.6 Claims for Cnncealed ar Unknnwn Candi#1vns. IF cOn- 4.4 RESOLUTION OF CLAIiwIS AND DISRUTES ~ ciitians arc: encountered ar the srtc which are (1) subsurFace or C3TY1ef-w1se CL}IICL'aleC~ phys1Cai C017di1fi7f1$ which ciiffer mate.rt- 4.4.1 Thc Architcct will rcvicw Claims anci tKtke one or morc of . ally from those indicateci in the Ccrntract Docui-nents ar (2) t.Yxe frxllowing prcliminarv act'sons within terr days of receipt of a unknown ph}1sicA caiaditioz3s of an unusual nature, which €!if- Claim: (l) recluest aciditiQnal supporting data from tlzc claimant, fer i-nateriaL}F tresni thase orciinarily found to c:xist and gei-ter-ally (2) subanit aschs:dule «a Llie parties inciicating when the Archi- I: reccagnized as iriliereiit in construction activities of the tect expects to take action, (3) rejeCt ttIe Claim in whc'ylc or 'rn character provided for in the Coiitract Docuinents, then naticv- part, skatirlg reasons for rejcedon, (4) recoinniencl approval of by the observing }rark}T shall be given tn thc othcr pdrty the Clalm by the o(her party nr (5) SuggeSL acompromise. 'C'he ~ prDniptly bcfOre cOndi[iCanS are disturbed and in no event later ArChiteCt may also, but is not abligated to; noLifY the stirety, 9f ' than 21 days aftcr Cirst abserv3nCe Of t1le conditions, '1'he Arehi- any, of thc nature and aniount of tt3e Claini, ~ tect will p ro mprly inves tigtite such contiitio ns and, if zhey diffcr materially and ca~jse an increa~~e ~~r decrease ir~ the Cc~ntractor's 4.4.2 ff a Claim has bc.cn resolved, the Archit~ct ~rill prep~re ~r cost r~f, r~r dine required fr~r, perFc~rrnK~nce oF an~= part of the s.~~tain ~p~rnpriate ciocUmentatian. Work, will rccomrncnd an cquitablc adjustrnent in the Cc.~ntraet 4.4.3 If a Claim tias [iot been resolveci, thc party rriaking the S iGm o r C:on trtict Timc; c) r both . If t h c Architcct dc:ccrmirres chat Claiin sho.ll, ~.vithin tetl days after Lt7e ArehiLCCL'S prel»minary th~ ~~~iditions at the 3iteare nol materially ciifterent froni those response, take one or niorc aF ti-ie follo,.ving actions: (1) submic u-icJicatcd in thc Contract Dcicuments ~uid thae ncr change in the I.c}ditional 5upportiiig data requested by the Arcl1itect, (21) terms of tlie Cantract is justified, [t1e ArChiteCt 5ha11 ~5() notif~F modif'v the initi{tl Ciairn or (3) riotif}r the Architert tl'iat the initi-al thc Owner aild Contractor in writing, sta[irig the reaso n5. Claisn stands. Claiuns by either party in opposition to such deterrr3ination nzust }~e madc within 21 days after the ArOliieCt has g-IvCn 4,4,4 IFa C:laim has nat bccn rcsolveci afccr consideration af the notice of the decision. lf the Owncr 2Yd Gontractor cannc}~ foregp„~g and of fiir(ticr cvidencc presenceci by the parties or agree on an adjustmrnt in the CorikraCt Sum or Contract Tiine, requestccl by thc Arc.hitect, the Arcliitcct -wi]I natiFy the parties the ad)ustrnent shall be referred to the Ar.chitect for initial dcter- in vvriting thaL lhC ATCh1tCCt,'8 clecision will bc madc within rr7inatiOn, Sut7ject to further proceedings pursuant to Pi►zagi.~ph scvezi days, wtlich deci~ion sha11 be ~z~a1 ar~d hir~ding c~r~ the 4•~• parties b~at suhject tra arbitratiosi Upon expiratioil OFsLich time 4.3.7 CIaims for AdiJitionad Cos#. If thc: C;ontractor wLst3cs to period, thc Architcct wilf rcncic:r to the parties the Arcl}itect's mrike 02~-n for *m incr[:z►se in the Cor1l'r-ACt Sun7, written notice writteii clccision relative u'a tYye Claim, inc-luding any cllange in as provideel lierein shall be given before proceeding tct execute the Contract Suni or Contract Tune or both. 1f there is a surety _ rhe Work. Prior natice is not reQuired for Claims relating to an and therc appears to be a possibility of a Contractor's default, emergency endangering lifc: or prnperty arising undcr Para- the Arch itcct rnay, huc i-s riot ohligaced to, notifx, tli e surcty and graph 1(13, [f thc {rontractor believes addirional cost is reque.st the sucety's assistance in resoiving the eantroversv. involvcd For reasons inclucling bu[ not liniited to (1) a written incerprccation from the 2hrchitcct, (2) dn ordtr by tric: Owncr to 4•5 AABITFtATIQN stap the Work where the Contractor was not at fauft1 (3) a wr1L- 4.5.1 Controversies and Claims Subject #o Arbitretion. Any ten order for a minor change in t~e Work issued b}r ltie Arclli- CpntroverSy or Cldiri7 arising out of or relatecl tca thc Cc.si}tract, tect, (4) failure of payinc nt b y th~ 0 wner, (5) wrmiriiatio n c?f the or the breac:h rhercof, Shall be scttlcd by arbitration in ;accor- Contract by t11e Qwixci-, (6) Owner`s :,uspension or (7) other dancc with tYic Csoristructiozi IndUstry Arbitratian Rules of the reasonable grOLAnds, Claiti7 s11.1.11 l)e filed irl ;aCcOrclarIcc With thc Ain4rican Arbitration A.45C1cIaCFL31-1, and jEidgment upon the procedure estabYished herein. award rtncJered bv clie arf>i~rator or arbitrators n-iav he cntcrcd 4.3.8 Claims for Additianal Time in any court hdving jurisdiCtion thereof, cxccpt controvcrsies 4.3.$.1 If the Contr-actor wisbes to make C:laitn for ;in ii-ic;reasc oe Claui-is relating tr) aesthttic effect aiZtl cxcep[ Ltjose waivc:d as it~ the Goi~tract Tit~~e, written nc~tice as providcd herein shall t~e ~~rr~vlc~~ci far in Sub~aragra~~h 4.~ 5 Suc:t~r c:~~ntrr'~vc;r~ie~ or given. T`t~c Contractar's Clairri shalt include an c~stuni.~te c~f ccist Claim~ upc~n ~.vhich ttre Ar~hi€}ct has ~iven nc~ti~;~ al~~l r~nc~~re~l ar~d af ~robable e~~'ecr c~f c~clay on pra~re~s ~f the 1~ork, In the a d ccision as provir~ed in Subp{irz~graph 4.4.4 shi~Il bc su~jcc t tc~ Ct~5~ {]F ~ CC)T5t'ITtiiltfl~ C~CI~V O[lIV 4I7~ C1~1117 1~ 1l~C~SS~CV. aCt]I['C~iEt4E1 upon wrjtten deinand of eith~•r pa[ty, ACr3lEL"dkl4]Cl - ma}' be comtiienced when 45 days have passed after a Claipn 4.3.8.2 If advcrse weather conriitions are the basis for a Gaiitz has been rcferrcd to itie Architet.t as provided in Paitlgl{tph 4.3 far additicrnal tirtze, sueh Clain, shall be documented bv c~tCa and no decision has been rci7dc.red. AIA QGICUNEENT A201 • GENERAI. CCJNi]ITIpNS OF THE i:C]NTRACT FC1R COh"5'I'RCJ[:T[Clhf • FpL"RTEEh°TI•I L13IT10N' 12 A201-1987 AiA'5' • o 1987`rriE AXtir':KIc:AN inrs`i'iTIa-i r: oFAx(:FiiTFIc-rs, 1735 NEW YORx AvEnuE, na rNf-, WAs111INGTON, C 30006 WAFihlING: Unllcerrsed photocopying vidates U.S. capyright laws and is subject to legal prosecution. 4.5.2 Rules and Notices for Arbitration. Claims hecwecn the 4.5.6 Claims and Timely Assertion of Claims. A parry who Owner and Contractor noC resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must asscrt in the if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitra- by arbitration in accordance with the Constniction Industr}T tion is permitted to be demanded. When a party fails to include Arbitration Rules of the American Arbitration As.sociacion cur- a Cldim through oversight, inadvertence or excusable neglect, rently in effect, unless the parties mutually agree otherwise. or when a Claim has matured ar been acquired subsequently, - Notice of demand for arbitration shall be filed in writing with the arbitrator or arbitrators may permit amendment. the other party to the Agreement between the Qwner and Con- 4.5.7 Judgment on Final Award. Thc award rendered Uy the tracror and with the Ainerican Arbitration Association, and a nrbitrator or arbitrators shall be final and ud ent ma be copy shall be filed v~~ith the Architect. , ~ gm y entered upon it in accordance with applicable law in any court 4.5.3 Contract Pertormance During Artitration. During arbi- having jurisdiction thereof. cration proccedings, the Owner and Contractor shall comply ;with Subparagraph 4.3.4. ARTICLE 5 4.5.4 When Arbitration May Be Demanded. Demand for arbi- tration of any Clauii may not be made until the earlier of (1) the SUBCONTRACTORS date on which the Architect has rendered a finltl written deci- 5.1 DEFINITIONS sion on the Claim, (2) the tenth day after the parties have pre- sented cvidence 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 contract with the Gontractor to perform a portion of the Work writcen dr,cision by that date, or (3) an}T of the fve evcncs at the site. Thc terni "Subcontractor" is referred to throughout _ described in Subpar~graph 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 statcs that (1) sLihcoiitractor or an authorized representative of the Subcon- the decision is Final but subject to arbitration and (2) a ciemand tractar. The term "Subcontractor" daes 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 enticy who has a the ciemand receives the final wriuen decision, then failure to direct or indirect contract with a Subr:ontractor to perform a demanci arbitration within stici 30 ciays' pcriod shall result in pQrtion of the Work at the sitc:. The term "Sub-subaon[ractor" the Architect's decisian becoming final and buiding upon the is referred to throughout the Contraec Documents as if singular - Owner and Contractor. If the Architect renders a decision after in number anci means a Suh-suhcontracror or an authorized arbitration proceedings have been initiated, such decision may representative of the Sub-suUcontractor. be encered as evidcnce, but shall not supersede arbitration pro- ,ceedings unless the decision is acceptable to all parcics 5.2 AWARO OF SUBCONTRACTS AND OTHER concerned. CONTRACTS FOR PORTIONS OF THE WORK 4.5.4.2 A demand for arbitration shall be made with'vi the time 5.2.1 llnless otherwise stated in the Contract Documents or limits specified in Subpdragraphs 4.5.1 and 4.5.4 antl Clause the bidding requirements, the Contractor, as soon as prac- 4.5.4.1 xs applicable, and in other cases within a reasonable ticable afcer award of the Contract, shall fumish in writing ro time after the Claim has arisen, and in no event shall it be made the Owner through the Architcct the namcs of persons or enti- after the date when institution of legal or equitable proceedings ties (including those nrho are to fiimish materials or equipment fahricatcd to a spccial design) proposed for each principal por- based on such Claim would be barred by jhe applicable statute tion af the Vz~ork. The Architect ~vill prompely reply to the Con- of limitations as determined pursua~~t to 1 ara~raph 13.7. tractor in writing stating whether or not the Owncr or the 4.5.5 Limitation on Consolidation or Joinder. No arbitration Architect, after duc: investigaticm, has reasonaUle objection to arising out of or relating ro the Contract Documents sh~ill any such proposed person or entity. Failure of the Owner or . inchidc, by consolidation or joinder or in any other manner, Architect to reply promptly shall canstitute notice of no reason- the Architect, the Architect's employees or consultants, except able objection. by wri[ten consent containing speciFc reference to the Agree- 5.2.2 The Concractor shall not concrac[ ~.~~ich a proposed per- ment ancl signed by the Architect, Owner, Contractor and any son or entity to whom the 0wner or Architect has madc rea- other person or cntity sought to be joined. No arbitrition shall sonable and timely objection. The C~ntractc~r shall not be , inelucie, by consolidation or joinder or in any ocher manner, required to contract ~vith aiiyone to whom the Contractor htis parties other than the ORrner, Contractor, a separate contrac- ~.~~~nahle c~hjection. - tor as dcscribcd in Artidc G anci other perscros suhstantially Ij~ involvecl in acommon yuestion of fact or law whose presence 5.2.3 If the Owner or Architect has reasonable objection to a is reyuired if cotnplete relief is to be accordett in arbitration. No person or entity proposcd by the Contracror, the Contractar 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 orig- reasonable objection. The Contract Sum shall be increasecl or inal third party or adciitional third party roari arbitrztion whose decreased by the differeiice in cost occasioned by such change interest or responsibility is insubstantial. Consenc to arbitration alld 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 clispute not described thercin or with ut-dess the Contractor has acted promptly and responsively in a person or entity not named or describcd therein. The fore- subcnitting names as required. - going agreement to arbitrate and othcr agreements to arbitrate with an additional person or entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcon[ractor, person to the Agreement shaal be specifirilly enforceable under appli- or, entity previously selected if the Qwner or Architect makes ' cable law in any court having jurisdiction thereof. rexsonable objec[ion [o such change. AIA DOCUMENT A201 • GENF.RAL CONU1'1'IONS OF THE CONTRACT rUK CONS'1'ktUC:TlON • FOURTF'.F,NTH FDITIOy - AIAO' •~O 1987 TFIt; A,1IERICAN INSTITl7TE OF ARCNI'1'h:(`I'S, 1735 NEW YORh AVENUE, v W., WASI iINGTON, I) C. 20006 A201-1987 13 , , WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 5.3 SUBCONTRACTUAL RELATIONS 6.1.3 Thc Owncr shall provide for coordination of the activi- ~ 5.3.1 By appropriate agreement, writtcn wherc legally required ties of the Oamer's own forces and of each separate contractar for valitlity, the Contractor shall require each Subcontractor, to with the Work of the Contractor, who shall covperate cvith the extcnt of the Work ro be perfonned by the Subcontractor, them. The Contractor shall pa:ticipate with other separate con- to be bound to the Contractor by terms of the Contra~t Docu- tractors and the Owner in revie~~ing their construction sched- . mencs, and to assume tocvard the Contractor all the obligations ules when directed to do so. The Contractor sh~ill make any , and responsibilities which the Contractor, by chese Taocu- revisions to the c~nstruction schec~ule and Contract Sum ments, assumes to~vard the Owner and Architect. Each subcon- ~eemed necessary afcer a joint review and mutual agreement. cract agreemen[ shall preserve and protect thc righcs of the The construction schedules shall then constitute che schedules to be used by the Contractor, separate contractors and the O . Owner and Architect under the Contract U~cuments with respec:t to the Work to be performeci by the Subeontraetor so Owner until subsequently reviseci. that subcontracting thereof will not prejuclice such rights, and 6.1.4 Unless otherwise provided in the Contract llocuments, - shall allow to the Subcontraccor, unless specifically provideci ~ vtherwise in the subcontract agreement, the benefit of all ~'hen the Owner perfornls constructian or operatians reL~iIC:CI , • rights, remedies and redress against the Contractc~r that the to the I'roject with the Owner s own forces, the Owner shall be Contr~et~r, t~y the Gontract Documc:nts, has against the dtemed to be subject to the same obligations uzd to have the Owner. Where appropriate, the Contractor shall require each 5~»e rights which apply to the Contractor under the Condi- , Subcontractor to enter into similar agreements with Sub-sub- tions of the Contract, incluCling, without excluding others, contractors. The Contractor shall make available to each pro- those stated in Article 3, this Article 6 and Articles 10, 11 - posed Subcontracror, prior to the execution of the subcontract and 12. agreement, copies of the Contract Documents to which the 6.2 MUTUAL RESPONSIBILITY , Subcon[raccor will bc bound, and, upon writtcn rcqucst of the , Subcontracwr, identif~, to che Subcontractor terms and cvncii- 6.2.1 The Contractor shall aFford the Owner ancl separate con- tions of the proposed subcontraet agreement which may be a[ tractors reasonable opportunity for introduction and storage of variance with tthe Contract nocuments. Subcontractors shall their rnaterials and eyuipment and performwlce of their activi- , similarly make copies of applicahle portions of such dncuments ties aiid shall connect and coordinate the Contractor's con- available to their respective proposed Sub-subcontractors. stnaction and operations with theirs as required by the Contract 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Documents. 5.4.1 Each subcon[ract agreement for a portion of the Work is 6.2.2 If part of the Contractor's Work depends for proper assigneci by the Contractor to the Owner provided that: execution or results upan construction or operations by the .1 assignment is effectivc only after temiination of the Owner or a separate contractor, the Contractor shall, prior to Contract tay the Owner for cause pursuant [o f'ara- Proceeding R-ith that partion of the Work, prUmptly report to ~raph 14.2 and only for those subcontract agreeinents the Architect apparent discrepancies or dcFecGS in such ather ; wI11Ctl f~1C Owner accepts by notifying the Subcon- construction that R~ould render it unsuit~~ble for such proper tractor in writing; and exeeu[ion anci results. Failure of the Contrac;cor so to report 5ha111 .2 assigiuiicnt is sutaject to the prior rights of the surety, cons[itute an acknc~wletlgment that the Owners or sepa-, rate contractors' completed or partially completed construction if any, obligated under bond relating [o tlie Coiitract. is fit and proper to receive the Contracror's Work, except as to - 5.4.2 If the Work has been suspended for more than 30 clays, defects not then reasonably discoverable. the Subcontractor's compcnsation shall be tquitably acijusteti. ,6.2.3 Costs causeci by delays or by improperly tiined activities or ciefective construction shall be borne by the party responsi- ARTICLE 6 ble there:fc~r CONSTRUCTION BY OWNER 6.2.4 The Contractor shall promptly remedy daii~age wrong- ; flilly caused by the Contractor to completecf or partially com- OR BY SEPARATE CONTRACTORS pleted construction or to property of the Owner or separatc 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors as provided in Siibparagraph 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 perforrii constniction or bc[wecn [he Contractor and a separatc con[ractar shall be sub- operations related to the Nroject with the Owner's own forces, ject [o the provisions of Paragraph 4.3 provided [hc separate - ,ind to award scparatc contracts in connection with othcr por- c:ontractor has reciprocal obligations. tions of thc Projcct or othcr ccanstniction or opcrations on thc sice under Conditions of the Contract identical or substantially 6.2.6 "1"he Owner and each separate contractor shall have the similar to these induding those portions related to insurance same responsibilities for cutting and patching xs are described and waiver of subrogation. If the Contractor claims that delay for the Contractor in Paragraph 3.14. ' or acldicional cost is involved because of such accion bv [he ~ ORrner, the Contractor shall make such Claim as provided else- 6.3 OWNER'S RIGHT TO CLEAN UP where in the Contract Documen[s. 6.3.1 If a dispute arises among the Contractor, separate con- . 6.1.2 When separate contracts are awarded for different por- tractors and the Owner as to the responsibility under their tions of the Project or other construction or Operations on the re.spective contracts for maintaining the premises and surraund- ~ tiite, the term "Cantractor" in the Gontract Documents in each ing area frcc fram waste materials and rubbish as ciescribecl in case shall mean the Concraccor who executes cach separate Yaragraph :i.l 5, the Owner may clean up and allocate the cost Qwner-Contrictor Agrecment. among those responsible :~s the Architect detennincs ro be just. ; AIA DOCUMENT A201 • GENERAL CONDITIONS OF 1'HE CON7'12ACT FUR CONSTRUCTION • rouiz7-rFni'1'fi IiDITlON 14 A201•1987 1110 0 @19$7 THF. AA•1F,RICAV WSTI"1'UTE OFARCHI'I'EC"I'S, 1735 NEW YUKK AvENUE, N.W, WASHING'1'Oh, D G 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and fs subject to legal prosecution. ' ARTICLE 7 .3 cost to bc determined in a manner agrred upon by the parties and a mucually accep[able fixed or percenc- CHANGES IN THE WORK age fee; or .4 as provided in Subparagraph 7.3.6. 7.1 CHANGES 7.3.4 Upon receipt of a Construction Chanp,e Directive, the ~ 7.1.1 Changes in the Work may be accomplished after execu- Contraccor shall promptly proceeci with the change in the tion 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 for a agreement or disagreement with the method, if aiiy, provided ' minor change in the Work, subjec[ [o the limicatians stated in in the Construction Change Directive for deternzining the pro- - this Artiele 7 and clsewhere in the Contract Documents. posed adjustment in the Contract Sum or Contract Time. 7.1.2 A Change Order shall be bascd upon agreement among 7.3.5 A Constniction Change Directive signed by the Contrac- 'the Owner, Contractor and Archicect, a Construction Change ror indicates the agreement of the Contractor therewith, incluc!- ' Directive requires agrecment by the Uwner and Architect and ing adjustment in Contract Sum aiid Contract 'I'ime or the may or may not be agreed to by the Contractor, an oeder for a method for ctetermining them. Such agreement shall be effec- minor ch:ulge in the Work may be issued by the Architec[ tive immediately and shall be recorded as a Change Order. alone. 7.3.6 If the Contractor does not respond promptly or disagrees 7.1.3 Changes in the Work shall be perforlned under appli- with the method for adjustmcnt in the Contract Swn, the cable provisions of the Contract Documents, and the Contrac- mechod and the adjustment shaill be determinetl by the Archi- tor shall proceed proniptly, unless ochervvise provided in the cect on the basis of rea.sonable expenciiwres and savings of Chiu-ige Order, Construction Change Direccive or order for a those performing the Work attrihutahle ro the change, includ- minor change in the Work. ing, in case of an inrrease in the Contract Sum, a reasonable 7.1.4 If unit prices are stateci in the Con[ract Documents or allowance for overhead and profit. In sueh case, and also under ' subsequentlN: agrecd upon, and if quancitics originallv con- Clause 7.3.3.3, the Contractor shall keep and present, in such teinplated are so ch:►nged in aproposcd Change Orcier or Con- form as the Architect may- prescribe, an itemized accounting struction Change Direc[ive that application of such unit prices tngecher with appropriate supporting data. Unless otherwise to quaiticies of Work proposed will cause substantial inequity provided in the Contract Documents, costs for the purpases of ' to the Owner or Contractor, the appliriblc unit prices shall be this Subparagraph 7.3.6 shall be limited to the following: ' equitahly adjusted. .1 costs of labor, including social security, old age and 7.2 CHANGE ORDERS unemployment insurance, fringc bcncfits required by agreement Ur CuStOm, and workers' or workmen's 7.2.1 A Change Order is a written instrument prepared by the compensatiQn insurance; Architect and signed by the Qwner, Contractor antl Architect, .2 costs of materials, supplies and equiptiient, includ- stating their agreemenc upon all of the following: ing cosc of transporcation, whether incorporated or .1 a change in the Work; consumed; ~ .2 the i-unount of the adjustment in the Contract Sum, if .3 rental costs of machinery and equipment, exclusive of _dny; and hand tools, whether rcnted from the Contractor or .3 the extent of the adjustmenc in the Contract Time, if others; at1y. .4 eosts of premiuins for all boncis and insurance, permit fees, ~~d sales; use or similar tax~s related the 7.2.2 Mechods used in determining adjustmencs ro the Contract W~rk, ~uid Sum may inclucle those listed in Subpaiagraph 7.3•3• ,5 additional costs of surervision and field office person- 7.3 CONSTRUCTION CHANGE DIRECTIVES nel ciirectly atcributable to the change. 7.3.1 A COnStruCtion Changc: Directive is a writ[en order pre- 7,3.7 Penciing final determination of cost to the Owner, pared by the Architcct and signed by the Owmcr aI1CI AlCIl1CeCt, amQUnts not in dispute may be includcd in Applications for directing a change in the Work and stating a proposed basis for ~~,ment. The ~u~iount of creciit to be allo~red b~~ th~ C~nerac- adjustment, if any, in the Contract Sum or Con[ract "I"ime, ar ptor to the O~~ner for a deletion or change which results in a net both. "1'he 0~~7ner ma}~ hy Construction Change Direc[ive, decrease in the Contracc Sum shall t~e actual net cost as con- ~~~ithout invalidating the Contract, nrder changes in the ~Vork F~rmed b~~ the Architect. ~~/hen both additions anci CrEC1it,S within the general scopc of the Conaact cc~nsisting of addi- co~,erin~ related Work or substitutions are invc~lvcd in a tians, deletions or ocher revisions, the Contract Sum and Con- cha~i~;e, the allaRrance for o~rerhead .~nd profi[ shall lx fgured tract Timc being adjusteci accordingly. on the basis of net uncrease, if any, with respect to that change. 7.3.2 A Construction Change Directive shall be used in the absence af tot~~l agrcemcnt on the terms of a C:hange Order. 7•3.8 IF the O~~~ner an~i Contracror do not agrcc ~vith the adjustment in Contract '1'ime or the method for determining it, ~ 7.3.3 lf thc Constniction Changc Dirc;ctive provides for ari the adjustment or the method shall he refcrrcd to the Architect adjusemcnt to the Contract Sum, the acijustment shall be based For determination. on one of the follonTing methods: 7.3.9 Wtlen the Owner and Contractor agree with the deter- .1 mutual acceptance of a lump sum properl}' IIEIlII`LeCI (111Ilatlori Illade by the Architect concerning the adjusements in auzd supported hv sufficient substantiating data to per- the Contract Sum ancl Contract Time, or otherwise reach agree- mit evaluation; ment upon the adjustments, such agreement shall be effec:tivc , .2 unit prices stated in the Contract Document,s or sub- irnmediately and shall be recorded by preparacion and execu- scyuendy agreed upon; tion of an appropriatc Change Ordcr. AIA OOCUMENT A201 • GEh°ERAL CO\tDITIONS OF THE CONTItACT FOR CONS'1'HUC:"1'1C7N • FOURTEENTIi EoITION AIA° •O 1987 THE ARIERICAN INSTITUTE OF ARCWI'I'ECI'S, 1735 NEW 1'ORK AVENUE, N.V~„ WASHINGTON, D.C. 20006 A201-1987 15 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 Thc Architcct will havc auchority to order minor chaiigcs ~ in the Work not involving adjustinent ul the Contract Sum or PAYMENTS AND COMPLETION eYtension of the Contract Time and not v-iconsistent with the 9,1 CONTRACT SUM intent of the Contract Documents. Such changes shall be effec[ed by written orcier and shall be binding on the Owner 9.1.1 The Contract Sum is stated in the Agreement and, includ- ; and Contraccor. 'I'he COntractOr shall carry out such written ~~~g authorized acljustrnents, is the toeal amount payable by the orders promptly. Owner [o the Contracwr for perforrliance of the Work under the Contraet Doeuments. ARTICLE 8 9•2 SCHEDULE OF VALUES 9.2.1 13efore the first Application for 1'ayment, the Contractor TIME sh:dl submit to the rlrchitect a schedule of calues allocated to various portians of the Work, prrpared in such form and sup- ' 8.1 DEFINITIONS por[cd hy such daca to substantiate its accuracy as thc Architcct ~ 8.1.1 l.lnless otlzerwise provicleci, Ccmtract Time is the period may requirc. This schedule, unless objected to by the Architect, of tui1e, including authorired adjustments, allotteci in the Con- shU be used as a basis fc~r rcviewing the Contractor's Applica- tract 17ocuments for Substantial Completion of the Worh. tic7ns for Payment. , 8.1.2 The date of conunencemcnt of the Work is the date 9•3 APPLICATIONS FOR PAYMENT established in the Agreement. Thc dalC SIl'dlI [l0I bC pOSCpQIlECI 9.3.1 At least ten days before the datc cstablished for each , by the failure to act of the Contractor or of persons or entities progress payment, the Contractor shall subcnit to the Archieect for whom the Contracror is responsible. an itemized Applieation for I'ayment for operations completed in accardance ~vith the sc:hedule of values. Sud~ application 8.1.3 Thc date c~f Suhstantial Cc~mpletion is the ~late certifcci s~iall ~~e notarizcd, if required, and supporteci f~y such data by the Architect in accordanre with Paiagraph 9.8. suhs[antiating the Contractor's right to payment as the Owner 8.1.4 The term "day" a.s used in the Contract Documcnts shall or Archi[ect may reyuire, such as copies of requisitions fi-om mean calendar day unless othec~~~ise specificiilly di:Fuletl, Subcontractors and matcrial suppliers, and reflecting rettinage 8.2 PROGRESS AND COMPLETION if provided for elscwhere in thc Contract Documents. 8.2.1 Time limits stated in the Contract Uocuments are of the 9.3.1.1 Such applications may include requests for payment on esscnce of the Contr:ict. By executing the Agreemcnt thc. Con- a~count uf changes in the Work which havc bcen properly tractor contiriiis that the Contract Timc is a rca.sonahlc pcriod <<uthorirecl by Construction Chzigc llircctivcs but not yct for performing the Work. included in Change Orciers. 8.2.2 The C;ontractor shall not knowingly, except by agree- 9•3.1.2 SUCII applications mav not intlucle requests for pay- , ment or instruction of the Owner in writing, prematurely com- iiient of amOunts the Contractor does not intend to pay to a mence operations on the site or clse~nc~rc prior ~o the effective sLibcontractc~r or materi:il supplicr becausc af a clispute c~r other clatc: of instirance rcyuirc:cl hy Articlc 1 l to bc furnishcd ny thc , Contractor. The date of commencement of the Work shall not 9.3.2 Unless other-wise providcd in the Contract Dacuments, - bc chauZgccl by the effective ciate of such insurance. Unless the payments sliall be macle on ~iCCOUtli Uf tllauerials and cquipment date of cummcncement is estahlishecl hy a notice tv prUC:eeti cielivc;rcd iuZd suitahly storeci at the sitr; for subscquent incor- - given by the Owner, the C;ontractor shall notify the Owner in poracion in the Work. lf approved in acivance hy the Owner, Nvrinng noL Icss than fivc davs or othcr agrccd pcriod bcfore payment may simil.irlv be made for materials ~~nd ec~uipment - eommencing the ~Vc~rk tc~ rcrmit the timely filing vf mortgages, S~iitat~ly tite~re:cl c~ff the site at a Ivcatic_~n a~;reed upon In ~~ruing. mec:h~tnic's liens and c~ther security interests. Payi~ie:iit Cor materials ancl eyuipment stored on or off ncc sitc : 8.2.3 '1'he Contractor sliall proceeci ~xpediciously with ade- sha» he conditioned upon compliance hy the Contractor with quate forces and shall ~~chie~~e Substantial Completic~n wiehin procedures satisfactory to the O~vner t~~ establish the C~wn~r's _ the Contract Time. titlc to such materials and equipment or otherwise nroteCt the Owrier's interes[, and shall inclucie applicahle insurance, , 8.3 DELAYS AND EXTENSIONS OF TIME storage anci transportation ro the sitc for such materials anci 8.3.1 lf the Contraetor is delayeci at any time in proKress of the CyUipm(fnt storecl off Lhe site. Work by an act or neglect of the Owner or Archite:ct, or of an 9,3.3 '1'he Contractor warrants thac ritle to all Work covered bv employee oF cither, or of a separaie contractor emplovcd by an Application for P.iyment «rill pass to the O%vner no later than the Owner, car hy changes orcleretl in the Work, or by labor the time of paymcnt. Thc Contractor Furthcr warrants thac ' disputes, fire, unusual delay in ciclivcrics, unavoictable casualties uE)on tiubn7ittal of an Applicauion for Payment all Work for - or ocher causes beyond the Contracror's aontrol; or hy delay which CerLifc:ates for Naynicnt have been previously issued authori-r.ed by the Owner penciing arbitration, or hy othe:r ancl paymen4s receivecl from the Uwner shall, to the best of the ' causes which the Architect cletermines may justify delay, then Contrartor's knowlecige, informacion and helief, be free ancl the Contract 'I'ime shall be extended by Ch~ange Order for such c:lear of liens, claims, Security interests or encumbrances in reasonable time as the Architect may determine. favor ol t[ie (:ontcactor, Subcontractors, materia] suppliers, Ur 8.3.2 Claims relating to time shall he made in aceorcianc:e with othcr persons or entities making a claim by re.vson of having ' applicable provisions ~f ParigraE~h 4.3. pro~~icied lahor, maceri~ils ancl Cyuipment relating to the ~~~ork. 9.4 CERTIFICATES FOR PAYMENT 8.3.3 "I'his t'aragraph 8.3 cloes not prccludc rccovcry oF dam- ages for dr:lay by either party under other provisions of the 9.4.1 Thc Arc:hitect will, within seven days aficr receipt af the " Contract Documenls Contraccor's Applic:ation for Payment; either issue to the AIA DOCUMENT A201 • GENIif2AL CONI)I'I'IONS QF THE CONTRACT FOR CONS7'KL`CTIUN • rC1URTEEYTH EDI'1'lC7N 16 A201-1987 AIAO • @ 1987 TI-IE AA9ERICAN li~'STITUTG OP ARCI11'CL"CTS, 1735 [vr:W YORK AVE,VUE, N.VP , WASHINGTON, D.C. 204U6 - WARNING: Unllcensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ( f ( I - . Owner a Certificate for Payment, with a copy to the Contrae- 9.5.2 When the above re-mons for withholding certification arc tor, for such amount as the Architect determines is properly removed, certificatian cvill be macle for ainounts previausly ( due, or notify the Contractor and Owner in writing of the withheld. _ Architect's rcasons for withhold'u-ig certification in whole or in 9.6 PROGRESS PAYMENTS I~part as provicteci in Subparagraph 9.5.1. ~ 9.6.1 After the Architect hxs issued a Certificate for Payment, f 9.4.2 The issuance of a Gertificate for Nayment will constitutea the Owner shall make payment in the manncr and within the ; representatian by the Architec:t to the Owner, based on the time provided in the Contract Documents, anci shall so notify ' Architect's obscrvations at the site and the da[a comprising the the Archirect. ~ Application for Nayment, that the Work ha.s progressed to the 9.6.2 The Contractor shall promptly pay cach Subcontractor, --point indicatecl and that, to the best of the Architect's knowl- upon receipt of payment from the pwner, out of the arnount edgt, information and belief, quality of the Work is in accor- paid to the Cantractor on account of such Subcontractor's por- dance with the Contract Documents. The foregoing representa- tion of the Work, [t1e aI110Ui1C [O R'hich said Subcontractor is ; tions are subject to an evalu ation of the Work for conformance entitlecl, re(lectiiZg percentages actually retainecl from payments with the Contract Documents Lipon Subst-,u-itial Completion, to ro 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 ro completion with each Subcontractor, require each Subeontracror to make and to specific qualifications expressed by the Architect. The pdyniEnis to Sub-SUbCOntractOrs in Similar mm-iner. issuance Uf a Certificate for Payment will ftirther constitute a I rcpresentation that the Contracror is entitled to payment in the 9.6.3 The Architect will, on request, fiimish to a Subcontrac- amount certified. However, the issuance of a Ccrtificate for Pay_ tor, if practicable, information regarding percentages of com- ~ menc will not he a representation that the Architect has (1) pletian or amounts applied for by the Contractor and action made eahaustive or con[il'Iuous on-site inspcctions to check the taken thereon by the Architect and Qwmer on account of por- ~ quality or quantity of the Work, (2) reviewecl construction tions of the Work clone by such Subcontractor. ~ me-,uis, methods, techniques, sequences or proc:edures, (3) 9,6.4 Neither the Owner nor Architect shall have an obligation reviewed copies of requisitions receivecl from Subcontractors tQ pay or ro see to the payment of money to a Subcontractor ; ~uid materi:il suppliers and c:xher data reyuested by the Owner e:ccept xs may otherwise be required by law. , to substantiatc the ConLraetor's nght to payme:nt or (4) madc ; exa►nination to ascertain how or for whac purpose the Contrac- 9.6.5 17ayment to material suppliers shall bc trcated in a manncr tor hXs used moncy previously paid on account of the Gontract siiiiilar ta that providcd 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 constitutc acceptance of Work not in accordancc with the 9.5.1 The Architect may decide not to certif), payment anci Contract Documents. may wichhold a Certificate for Payment in whole or in part, to 9.7 FAILURE OF PAYMENT the extcnt rcasonably neces&uy to protect the Owner-, if in the Archicecr's c~pinion the represencations to the O~°ne;r reyuireci 9•~•~ If the Architect does not issue a Certi(ica[e for Pay~~nent, throu no fault of the Contractor, njithin seven days aFter by Subp~tragraph 9.4.2 cannot be made. If the Architeci is ~ unable to crreify payment in the amounc of the Application, the receipt of the Contractor's A~plication for Nayment, or if the ~ Architect will notiFy the Gontr<ictor and Owner as provided in Oa'ner does not pay the Contractor within seven days after the Sttbparagraph 9.4.1. If the Contractor and Architec[ cannot datc establishect in the Contract Documents the amount cer- agree on ~i re~~ised amc~unt, the Architect will promptly issue a tified by the Architect or a~v~irded by arbitr~~tion, thcn the Con- ' ~ertiticatc for I'ayment for the ~unount for ~rhich the Architect tractor may, upon se~~en additional days' ~vritten nolic~ to the is able w make such rel)resentations ro the Owner. The Archi- Owner and Architect, stop the Work until payiiient oF the tect ma}j also decide not to certify payment or, bccatise of amounc awing has been received. '1'he Contract 'I'ime shall be , subsequently disc4vcrcd evidence or subseyucnt observations, eKtended appropriately anci the Contract Sum shall be may nullify the wholc or a part of a C:crtificate for Payment increaseci by the aiiiount of the Contractor s reasonable costs of previouslv issued, to such extent as may be necessaryr in the shut-dawn, delay and starc-up, nJhich shall Ue accomplished as Architect's opinion to pro[ect the Owner from loss because of: provided 'u1 Arncle 7. 9.8 SUBSTANTIAL COMPLETION .1 ciefecti~~c ~~~ork not remedicd; 9,8,1 Subscancial Coinpletian is the stagc in the progress of the .2 third party daims Filcd or reasonable evidcnce inciica[- Work when the Work or dcsignated portion thcrcaf is suffi- ing probable filing of such dauns; ciently complete in accordance with the Contract Uocuments .3 failurc of the Contractor to make payments prop- So the Ovvner can pCCUpy or utilizc the ViWork for its uitcnded erly to Subcontractors or for labor, materials or use. equipmcnt; ' 4 re~sonable e~~icience that the ~~~ork cannot be com- 9.8.2 ~Vhen the Contractor cansiders that the Vt~ork, or apor- .pleted for thc unp~~id balancc ~f the Contract Sum; tion thereof ~vhich the Owner agrees to accept separacel~~, is substaltially complete, the Contractor shall prepare and suhmit .5 damage to the Owner or another contracror, to the Architect a comprehcnsive list of items [o be completed ,.6 rea.sonable evideiice that the Work will not be com- or carrected. 'Che Contractor shall proceed promptly ta com- , pleted within the Contract Tune, and that the unpaid plete and correct items on the list. Failure to include an item on balance would not be adequate to cove.r 1CIllaI ar such list doe.s not alter the responsibility of the Contractor to liquidateci damages for the uiticipated delay; or complete all Work in accordance with the Contract Docu- . J persistent failure to carry out the Work in accordance ments. Upon reccipt of the Contractor's list, the Architect will with the Contract Documcnts. make an inspcction to cietermine whether the W.ork or desig- AIA DOCUMENT A201 • GENEItAL CONUI'I'IONS OF THE CONTRACT FOR t:Or-STRUCI'l0(V • FOURTEENTH Elll't'ION AIAO •~O 1987 TI•IG AA4ERICAN' (NSTITIiTE OF ARCHITECTS, 1735 vFW YORK AVF.NI:F, v W, WASHING7'Oi\', D.C 2ooa6 A201-1987 17 WARNING: Unlicensed photocopying violates U.S. copyr(ght laws and is subject to legal prosecutlon. nated portion thcreof is substantially complete. If the such inspection and, when the Architec[ finds the Work accept- Architect's inspection discloses any item, whether or not able tincier the Contract Documents and the Contract fully per- included on the Contractor's list, arhich is not in accortiance formed, the Architect will prompdy issue a final Certificate for with the requirements of the Contract Documents, the Contrac- Aavment scating that to the best of the Architect's knowledge, ror sirall, taefore issuance of the Ce:rtificate of Substxltial Com- information and belief, and on the b:isis of the Architect's ple[ion, complete or correct such item updn not;fication by the observacions ancl inspections, the Work has been compleced 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 ai-id that the cntire balance founct to be due the Contrac- _ CUmpletion. When the Work Ur Ciesignated portion thereof is tor and noted in said inal Certificate is due and payable. The suhstwlcially comple[e, the Architecc will prepare a Certificate Architect's final Certificate for Payment will constitute a further of Substantial Cnmpletion which shall establish the date of Sub- representation that conditions listed in Subparagraph 9.10.2 as stantial Complction, shall establish responsibilitie:s of the prcccdcnt ta the CQntractor's being entitled to final payment Owner and Conteactor for security, maintenance, heat, utilities, have been fulfilled. damage to the Work and insurance, and shall fix the time within which the Contractor shall fini5h all items on the list 9.10.2 Neither final payment nor any remaining retained accompanying the Gerti6cate. Warrantics required by the Con- percentage shall bccome duc until the Gontraccor submits to tract Docuiiients shall commence on the date of Substantial the Architect (1) an affciavit that pa}~rolls, bills for matcrials and Com~letion of the Vt~ork or designated p~r~ion thereof unless equipiT~cnt, and other indebtetlness connecte~i ~vith the Work ,other~~ise provided in the C.ertiticate of Substantia] Comple- for which the Owi~er or the Owner's pr~pert}° might be tican. The Certificatc of Sut~stantia] Gomplction shall hc sub- responsible or encumbercd (less amounts n~ithhel~l by Owner) mitted to the Owncr and Cantractor for thcir «~rittcn acccp- have been paid or otherwise satisfied, (2) a certifcate evidenc- tance of responsibilicies assigned to them in such Certificace. ing that insur ance required by the Contract Docuinents [a ' remain in force after final payment is currently in effect and ~~ill 9.8.3 Upon Substantial Completion of the Work ar designated nc~t be c~{ncelled or allowed to expire until at least 30 ciays' portion thereof and upon ap~lication by the Contractor and prior written noticc has been given to the Owner, (3) a cvritten cerci~catic~n b}~ [he ArchiGec[, the Or~rner shall makc payment, statement that the Cantractor knows of no substantial rea.son ' rcflccting adjusumcnt in rctainage, if any, for such Work or por- that the ir.surance will not bc rcncwablc [o cover the perioci - tian thercof as provided in the Contract 17ocuments. required bp the Contract Dvcuments, (4) cansent of suret}l, if 9.9 PARTIAL OCCUPANCY OR USE any, to Pu-ial pa1'II1CIlf a11CI (5), if required by the Owner, other ' data establishing payment or satisfaction of obligations, such as ' 9.9.1 The Owner iiiay occupy or use any coiiipleted or par- receipts, releases and waivers of liens, claims, sec:urity interests cially completed portion af the Work at any stage nlhen such or encumbrances ansing out of the Contract, to the extent and portion is designatetl hy separate agreement with the Contrac- in such form as may be designated by the Owncr. lf a Subcon- tor, provided such occup:uicy or use is consented to by the tractor reftises to fiirnish a release pr waiver required by the , insurer as re(juired under Subparagraph 11 .3.1 1 anci authorired Ocvner, the Contractor may fumish a bond satisfactory to the by public authorities having jurisdiction over the Work. Such (7wner co inciemnify the Owner against sueh lien. If such lien partial occupancy or use may commence whecher or not the remains unsatisfied after payments are made, the Contractor , portion is SLIUS[ZI1i111Iy cocnplete, provided the Owner and shall refund to the Owner all money thaC the Owner may be ~ Contractor have aceepted in writing the respansibilities eompellecl to pay in discharging such lien, lI1CIUCIIIlg dII COSCS assigned to cach of thcm for payments, rctainage if any, secu- and reasonable attorneys' fees. rit}r, maintcnance, heac, utilitics, damagc: ro the Work anci insur- anee, and have agreed in writing comcerning the pericxl for cc7r- 9,10.3 If, after Substan[ial Completion of the Work, fin:il com- ' rection of the Work anci commencement of warrartties nletion thereof is materially delayed througii no fault of the required by the Contract Documents. Whcn rhe Concractor (;ontractor or bv issuancc: of Change Orders affecting final considers a portion substantially corliplete, the Contractor shall complenon, and the Architect so conflrms, the Owc1cr shall, re ~~re and submit a list to the r~rchitect as rovided under , ' , P IP upon application by the Cc~naactor and certification b} the Subparagraph 9.5.2. Consent of the Cantractor ro partial occu- Architect, and ~~ithout terminating the Contract, make payment pancy ur use shall not be unreasonahly withheltL '1"he stage of of thr halance ciue for that nortion of the Work fiilly completcd the progress af the Work sh" be deteriiiined by written agree- and accepted. lf the remaining biilance for Work noc fully com- ment between the Owner and Contractor or, if no agrttinent is pleted or corrected is less than retainage stipulateci ui the Con- reachcd, by de:cision of the Architect. cract laocuments, and if bonds have been furnished, the written consent of surety to payment of the balance due for that por- 9.9.2 tmmediately prior to such partial occupancv or use, the tion of the Work fully completed and accepted shall be submit- , Owner, Contractor anci Architect shall jointly insleet the area tecl by the Contractor to the Architcct prior to certification of ' ro be occupied or portion of the Wonc to be useci in order to such payment. Such payment shall be matle uncter temis and determine and record the conciition of the Work conditions governing final payment, except that it shall not constitute a waiver of claims. "t"he making of fnal payment shall ~9.9.3 Unless other~~ise agreed upon, partial occu~ra~zc}~ or use conscitute a waiver of claims by the Owner as providcd in Sub- of a portion or portions of the Work shall not constiiute acc:ep- paragraph 4 3.5. tance of Work not complying with the rcyuiremcnts of thc 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~vaiver of • claims by that payee except those previouslx~ made in writing ' 9.10.1 Upon receirt af written notice that the Wnrk is re:idy and identified by that payee as unsettled at the tuilc of final for final inspection and acceptancc and upon rcccipt of a final Application for Payment. Such waivers shall be in addition to ; Application for Payment, the Architect witl promptl), make the waivcr describcd in Subparagraph 4.3.7. AIA DOCUMENT A201 • GENERAL CONDII'IONS OF 'fl-IE CQNTRACT FQR CONSTRUCTlON • FOURTEGNTH EDI'I'ION 18 A201 -1987 AIAO •~O 1987 TI•fG A,9ER[CAN INSTITUTF OF ARCHITECI'S. 1735 NE:W YORK ,AVENUE, N.W., WASFiIVGTON, D.C. 20006 : WARNING: Unllcensed photocopying violates U.S. copyright laws and is subject to legal prosecution. I , ARTICLE 10 10.2.2 The Contractor shall give notices and camply with ' applicablc laws, ordinances, rules, regulations ajid lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities beuing on safety of persons or property or , 10.1 SAFETY PRECAUTIONS AND PROGRAMS their protectian from damage, injur}r or loss. 10.1.1 The Contractor shall be responsible for initiatuig, main- 10.2.3 The Contractor shall erect and maintain, as reyuircd by taining and supervising all safety precautions arld pragrams in e`isting conditions and performance of the Contract, reason- conneccion with the performajice of the Contract, ahle safeguarcls for safety and protection, including posting • Cianger signs and other warnings against hazards, promulgating 10.1.2 ln the event the Contractor encounters on the site safety regulaeions and notifying owners and users of adjacent material reasonably believed to be asbestos or polychlorinated sices and utilities. biphenyl (PCB) which has npt bccn rendered harmless, the 10.2.4 When use or storage of eYplosives or other ha-r..ardous ' Contractor shall iiiimediately stop Work in the area affected materials dr equipment or unusual methods are necessary for and report the condition to the Owner ancl Ardiitect uz writing. execution af the Work, the Contractor shall exereise utmost The Work in the: affected area shall not thereafter be resumed care 2u1d carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. ' fact the rnatcrial is ashestos or p4lychlorinated biphenyl (PCi3) ' and has not been rendered harmless. The Vi~ork in the affected 10.2.5 Thc Contractor shall promptly rem~dy damage and loss area shall be re.5umed in the absence of zsbestos or polychlori- (other than damage or loss insured under property insurance nateci biphenyl (PCB), or when it has been rendered harmless, required b), the Contract Documents) to property referred ta in by written agreement of the Owner and Contractor, or in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the accordulce with final determination bv the Architect on which Contractor, a SubcontractUr, a Sub-subcontractar, or anyone - artaitration hay not been demanded, or by arbitration under directly or indirectly emnloyed tay any of them, or by al-iyone Article 4. for whose acts they may be liable and for whieh the Contractor is responsible undcr Clauses 10.2.1.2 and 10.2.1.3, eYCept 10.1.3 The Contracror shall not be requircd pursuant to rlrticle damagc 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 uldirectly employed by polpchlorinated biphenyl (PCB). either of them, or by anyone for whose acts either of them rliay be liable, and not attributable to the fault or negligence of the 10.1.4 To the fullest exten[ permitted hy law, the Onmer shall Contractor. The foregoing obligations of the Contractor arc in indemnify and hold harmless the contractor, Architect, tlrchi- addition to the Contractar's obligations under Parigraph 3.18. tect's consultants and agents and employees of any of thcm , from and against claimsj damages, losses and expenscs, indud- ~0.2.6 'I'he Contractor sh~ill designate a res~onsible member of ing but n~~t limited to attorneys' fees, arising out of or resulting the Gontracror s arganization at the site whose duty shall be tlle froiii pcrformance of the ~t~ork in the affcctcd are;a if in fact the prevention of accidents. This pcrson shall be the Contractor's macerial is asbestos or ~~~lychlorinatcd biphenyl (~'CB) and has superintenclent unlcss ochcr«~ise dcsignatecl by the Contractor not been rendered harmless, providect that such claim, damage, in writing to the Owner anci Architect. loss or expense is attributable to bodily injury, sickness, disease 10.2.7 The Contrac:ror shall not load or permit an), part of the or death, or ro injury to or destruction of tangible property constrtiction or site to be loaded so as to enclanger its safet~~. . (other than the Work itselo including loss of use resulting [herefrom, but onl}~ to the cstent cause~l in whole or in part by ~0.3 EMERGENCIES negligent acts Ur omissions of the Qwner, an>>one directly or 10.3.1 In ail emergency affeeting safet}= of persons or property, indirectly employed by the Owner or anyone for whose acts the Contractor shall ac:t, at the Contracror's discretion, to pre- the UnTner may be liable, regardlcss of whether or not sueh vent threateneci clamage, injury or loss. Additional eompensa- claim, damage:, Ioss or eapense is caused in parc hy a party tion ar extension of tv»e claimed by the Contractor c~n account indemnifieci hereunder. Such obligation shall not be cons[ruecf of ~ri emergency shall be deterrnined as provided in Paragraph t0 ncgate, abridge, Ur reduce other rights or obligations of 4.3 and Article 7. indemnity which w-oulci othcrwise csist as tu a party or person de,.scribcd in this Subparagraph 10.1.4. ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS 10.2.1 1'he Contracror shal take reasonable precautio~ns for 11,1 CONTRACTOR'S LIABILITY INSURANCE safety of, anCI Slliill provide remonable proteccion ro prevent clamage, injury or loss to• 11.1.1 The Concracwr shall purchase from zuzd maintain in a company or companies lawfully auchorizcd w do business in .1 employees on die Work and other persons who may the jurisdiction in which the Project is locateci such insurance as , be affected thereby; will protecc che Contractor from clai«ls set forth below which .2 the Work and materials and eyuipment to be incorpo- may arise out of or result Erom the Contractor's operations ' rated therein, whether in storage on or off the site, under the Contract and for which die Contraccor may be legally uncler care, custod%. or control of the Contractor or liable, whether such operations be by the Contractar or by a the Contractor's Subcontractors or Sub-subcontrac- 5ubconerac:tor or by anyone direcdy or indirectly employetl by ~ cors; and any of them, or b}~ anyone for whose acts any of chcili may be .3 uther property at the site or adjacent chere[a, such as liable: trees, shrubs, lawns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation, • structures and utilitie5 ilot designated fqr removail, rclo- clisability benefit and otlier siiiiilar employce bc:nefit acts cauon or replacement ui dhe course of construction. wtuch aue applicable ro the Work [o be pc:rformed; AIA DOCUMENT A201 • GENERAI, CONDI'1'IONS OF TI-IE CONTRACT FOR CUNS'1'RI:C`I'10\" • FOURTEGNTH GDITION AIAID • @ 1987 TtiE ANIERICAN INSTITUTE OF ARCHI"fECTS, 1735 NGW YORK AVENUE, N.W., WASI•IINGTON, D.C. 20006 A201-1987 19 ~ WARNING: Unllcensed photocopying violates U.S. copyright laws and is subject to legal prosecution. .2 clauns for diunages bc-cause of hoclily injury, occupa- othcr tllan Lhe Ownc:r has an insurable interest in the property ; tional sickness or disease, or death of the Contractor's required by this Paragraph 1 1.3 ro be covered, whichever is employees; earlier. 'Chis insurancc shall inducie interests of the Owncr, the .3 claims for damages bccausc of bodily injury, sickncss Contractor, Subcantractors and Sub-subcontractors in the or disease, or death of any rerson other than the Con- Work. tractor's employees; 11.3.1.1 Property uisuraiice shall tae on an all-risk policy form • .4 claims for damages insure(i by usual PersOnal injur}T and shall insure against the pcril5 of tire and extencleci coverage liability covcragc which are suscaincd (l) h)° a pcrson and physical loss or damage incluciing, without duplication of . as a result of an offcnse dircctly or indirccdy rclated to coveragc, thcft, vandalism, malicious iziischief, collapse, false- ;employment of such pcrson by the Contractor, or ('L) work, temporary buildings and debris removal indud'u-ig by another person; demolition occ~sioned by enforcement oF any applicable legal .5 claims fc~r ciamages, other than to the Work itself, requirements, and shall cover reasonable coiiipensation for because of injury [o or destruction of cangibie prop- qrchitect's services and cxpenses reyuired as a result of such crty, including loss Of usc resulting thcrefrom; insured loss. Coverage for other perils shall nat bc rcquired unless otherwise providecl in the CunLract Documents. .6 claims for ciamages because of bodily injury, death of a person or propcrty damage arising out of owner- 11.3.1.2 lf the Owner does not intenci tO purchase sueh prop- , ship, maintenance or use of a motor vehicle; and erty insuraice required by the Contract and with all of the .7 Clallll5 IIIVOlVII1g COIlICZCTUII Ilability IIISUCaIICC 1ppI1- CUVCfageS 111 the 11110U11I l1ESCClb(;CI d})OVe, the Owner shAl so cable ro the Contracror's c~bligations under Aaragrarh inform the Contractor in ~~~ritin}; prior tc~ c:onimencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors ancl Sub- 11.1.2 The insurance required by Subparagraph 1 1.1. I shall be subcontrac[ors in the Work, and by appropriate Chau1ge Orcler ' wntten for not less than limits of liability specifiecl in the Con- the cost thereof shall be charged to the Owner. If the Contrac- tract Doc:umcnts or rc;yuired hy law, whichc:vcr crnreragc is tor is damaged by the failure or ncglect of the ORrner to pur- , grcaccr. Covcragcs, whcthcr writtcn on .+n occtirrcncc or chasc or maintain insurance as described above, without so clainiti-niack basis, shall he maintainecl without interruption notifying the Contraetor, then the Owner shal! bear all reason- from ciate of commeilcement of the Work until date of final able: c:osts properly attrihutablc thereto. payiiicnt :nd termination of au1y coverage reyuircd (i) bc maun- ~uned after final p:~ymrnt. 11.3.1.3 If the propcrt~~ insurance requires minimum deducti- t hles and such deductibles are identiFied in the Contract Docu- , 11.1.3 Gertificates of Insuruice acceptable to the Owner shall Il1Cil[S, the Contractor shall pay costs not covered because of be filed with the Owner prior to ecammeneemcnt of the Work. such cleciuctibles. If the Owner pr insurer increqses the required These Gertificates and the insurance polic:ies reyuirecl by this minimum deciuctibles abave the amounts so identified or if the - Paragraph 11.1 shall c:ontain a provision that coverages Owner elects to purchase this insurance with voluncary dedue- afforciecl under the poticie:s will not he c.incellcd or allowed ro tible wnounts, the Owner shall be responsible for payment of expire uncil at lea5t 30 days' prior writccn noticc has bccn givcn the additional c:Osts not tovered because of such incre.vsed or to the Owner. If any of the fcaregoing insur.ince coverages are voluntary deductibles. If detluc:cibks are nc>t identified in the -required to remtin in fc7rce after final payment ancl are reation- Gontract Documents, the Owner shall pay costs not covercti ably ;zvailable, an acltiiticmal certifeate evideneing eontinuation beeause af clecluetibles. of sucti coverage shall be submitted with the final Application 11,3.1.4 Unless otherwise providcd in the Gontract Docu- foe Payment as required by 5ubparagraph 9.10.2. Inforination niciit,, this properry intiurancc shall cover porcions of the Work concrrning reduction of coverage shall he furnishecl by the yiorccl UI'f the tiite af'ter written approval of the Owner -it the C:cmtractor with reasonable prompmess in accordance Nvith the Value established in the approvaL and also pcirtions of the Work (:ontraCloI''5 111IOtt11a[lOll 'AlICI bCIICj. Ifl (f.insit. 11.2 OWNER'S LIABILITY INSURANCE 11.3.2 Boiler and Machinery Insurance. 'I'he Owncr shall 11.2.1 'I'hc Uwner shiill hc responsihle f0r I-Airchasing anct pui•~hase dncl maintain boiler and machinery insuranc.c maintaining the Owner's usual liability insurance. (_)puonally , i-cyLlired b~- the Cc~ntract 17ocuments or bt~ I.«~, ~~~hich shall the C~~vner may rurchase ancl rriaintain cnhtr insuranrc fiu self- yl)eCificallv cover such insurcd ohjec:es cluring intitallatiun and protection agaii-ist claulls which may arisc fcom operations until fnal accepcance by the Ownrr; this insuranre shall inclucte , under the Contract. The Contractor shall not be rrspcinsible interests of the Owner, ContraC[oI', Subconlractors and Sub- for purchasing and maintaining this optional Owner's liability ,ubcontr;ictors in the Work, and the Owner and Contractor insurance unless specifically reyuired by the Contract shall be namecl instirecis. Documents 11.3.3 Loss of Use Insuranee. 1"hc Owncr, ai the Owner's . 11.3 PROPERTY INSURANCE option, ma}: purchase and maintain such insurance a.ti -will 11.3.1 Unless ocherwise nrovicied, the Owner shall purchitsC IIIsLire the Owner aKainst luss of iise of the Owner's proper[y and maintain, in a company or companies IawFully authorized dLie ro firc or other hazards, however caused. The Qwncr to do business in thc jurisdiction in which tlie Project is R'aives all rights of action against the Contractor for loss of use ; locared, property insurance in the dI110UI1C Of CIIC initial Con- of the U~~ner's propcrty, induding consequential lc~sses due to tract Sum a.s well as subscqucnt mpdifications thereto for the fire or other hazards however causecl. entire Work ac the site on a replacemenc cost b<<sis witliout vul- 11.3.4 If the Cantractor requcsts in writing that insurance for ' untary deductibles. Such properry irlsurancc shall be main- risks other th-.ui those described herein or for nther special haz- ~taineci, unless otherwise provided in the Contract Documencs ards be included in the property insurance polic;y, the Owner or otherwise agreed in writing by all per1ons and entities who shall, if possible, include such insurance, and the cost thereof are Ueneficiaries of such insuiance, until final payment hii.s been shall be chargc:d ro the Contractor by appropriate Change made as provided in Paragraph 9 10 or until no person or entity Order. AIA DOCUMENT A201 • GENERt1L CONDI"1'IUNS C)F 'I'!•IE CONTKACT FOR CO,\'S'I'KUCTIQ\' • FOUR7`GL"• VTl l EL7ITION 20 A201-1987 AIA° •O 1987 TI IE ADfEftICAN INS'1'ITIJTE OF ARCHITECTS. 1735 NEW YOKh avEiN11E, N,W., WASFIIVGTQN, D.C. 20006 WARNING: Unlicensed photocopying vlolates U.S. copyright laws and is subject to legal prosecution. ; 11.3.5 If during the Project cocistruction period the Owner 11.3.10 The Owner as fiduciary shall have power to adjust and insures properties, real or personal or both, adjoining or adja- settle a loss with insurcrs unless one of the parties in interest cent to the site by property insurance under policies separate shall object in writing within five days after occurrence of loss _ from those insuring the Project, or if after final payment prop- to the Owner's exercise of this power; if such objection be erty insurance is to be provided on the completed Project made, arbitrators shall be chosen as provided in Paragraph 4.$. through a policy or policies other than [hose insuring the Proj- The Ocvner as fiduciary shall, in chat case, malce settlement wich ect during the construction period, the Owner shall waive all insurers in accordance with directions of such arbitrators. If rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is required, ' damages caused by fire or other perils covered by this separate the arbitrators will direct such distribution. property insurance. All separate policies shall provide this 1 1,3.11 Partial occupancy or use in accordance with Paragraph waiver of subrogation by endorsement or otherwise. 9.9 shall not commence until the insurance company or com- 11.3.6 Before an exposure to loss may occur, the Owner shall Panies providing property insurance have consented to such file with the Contractor a copy of each policy that includes part'al occupancy or use by endorsement or otherwise. The insurance coverages required by this Paidgraph 11.3. Each Oa'ner and the Contractor shall take reasonable steps to obtain policy shall contain all generally applicable conditions, defini- consent of the insurance company or companies and shall, tions, exclusions and endorsements related to this Project. Each without mutual written consent, take no action with respect to policy shall contain a provision that the policy will not be p~ial occupancy or use that would cause cancellation, lapse or cancelled or allowed to expire until at least 30 days' prior writ- reduction of insur•ance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owncr shall have the right to require the Contrac- 11.3.7 Waivers ot Subrogation. The Owner and Contractor tor to fiimish bonds covering faithful performance of the Con- waive all rights against (1) each other and any of their subcon- tract and payment of obligations arising thereunder as stipu- tractors, sub-subcontractors, agents and employecs, each of the lated in bidding requirements or specifically required in the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. ~ contracrors dcscribed in Article 6, if any, and any of their sub- contractors, sub-subcontractors, agents and employees, for 11 •4.2 Upon the requcst of any person or entuy appearing to damages caused by fire or other perils to the extent covered by be a potencial beneficiary of bonds covering paycnent of obliga- ~ property insurance obtained pursuant to this Paragraph 11.3 or cions arising under the Cantract, the Contractor shall promptly other property insurance applicable ro the Work, except such furnish a copy of the boncis or shall permit a copy to be made. 'rights as they have to qroceeds of such insurance held by the Owner as fiduciary. The Owner oc Contractor, as appropriate, , shall require of the Archi[ect, Architect's consulcancs, separace ARTICLE 12 concractors described in Article 6, if any, and the subcontrac- tors, sub-subcontractors, agents and employees of any of chem, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, written where legally required for 12.1 UNCOVERING OF WORK validity, similar waivcrs cach in favor of other parties enum- erated herein. The policies shall provide such waivers of subro- 12.1.1 If a porcian of the Work is covered contrary to the gation by endorsement or othenvise. A waiver of subrogation Architect's request or to requirements specifically exnressed in shall be effeccive as to a person or entity even though that per- the Contract Documents, it must, if required in writing by the son or entity would otherwise have a duty of indemnification, Architect, be uncovered for d1e Architect's observation and be contractual or otherwise, did not pay the insurance premium replaced ac the Contractor's expense without changc in the directly or indirectly, and whether or not the person or entity Contract Time. , had an insurable interest in the property damaged. 12.1.2 If a portion of the Work has becn covered which the 11.3.8 A loss insured under Owner's property insurance shall Architect has not specifically rcquested to observe prior to i[s be adjusted by the Owner as fiduciary ancl macte payable to che being covereci, che Architect may request ta see such Work and Owner as fiduciary for the insureds, as thcir interests may << shall he uncovered by the Contraccor. If such Work is in appear, subject ro requirements of any applicable mortgagee accordance with the Concract Docuinents, costs of uncover- clause and of Subparagraph 11.3.10. The Contractor shall pay ing and replacement shall, by appropriate Change Order, be Subcontractors their jusc shares of insurance procecds reccived charged to the Owner. If such Work is not in accordance with by the Contractor, and by appropriate agreement,s, written ihe Contracc Documen[s, the Contractor shall pay such casts cvhere legally required for validity, shall require Subcontractors unless the condition was caused by the Owner or a separate ' to make payments to their Sub-subcontractors in similar cantractor in whieh event the Owner shall be responsinle for manner. payment of such costs. 12.2 CORRECT{ON OF WORK 11.3.9 If required in writing by a party in interest, the Owner 12,2,1 The Contractor shall promptly corrcct Work rejecteci as fiduciary shall, upon occurrence of an insured loss, give tiy the Architecc or failing tp conform to the requirements of bond for proper performance of the Owner's duties. The cost the Contract Documents, whether observed before or after of required bonds shall be charged against proceecis received as Substantial Completion and whether or not fabricated, installed fiduciary. The Owner shall deposit in a separate account pro- or completed. The Contractor shall bear costs of correcting ' ceecis so received, which the Owner shall distribute in accor- such rejected Work, including additional testing and inspec- dance with such agreement as the parties in interest may reach, tions and compensation for the Architect's services and or in accordance with an arbitration award in which case the expenses made necessary thereby. procedure shall be as provided in Paragraph 4.5. If after such loss no other special agreement is made, replaccment of dam- 12.2.2 If, within one year after the date of Substantial Comple- aged property shall be covered by appropriate Change Orcier. tion of the Work or designated portion thereof, or after the d~te AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CUN'I'RACI' FOR COVS7"RUCTION • FOURTEENITH EDITION A[A° •~O 1987 THE I"7ERICAN INSTITUTE OF AI2CHITECTS, 1735 NEW YORK AVErUE, N.W., WASHIVGT0N, D.C. 20006 A201-1987 21 WARNING: Unllcensed photocopying vlolates U.S. copyrfght laws and Is subject to legal prosecutlon. ~ For commencemenc of warrancies esta6lished under 5ub- AflTICLE 13 ~ paragraph 9_9_ 1, or by terrns of an applicable special warranty required by the Cantract Documents, any of the Work is found MISCELLAIVEOUS PROVIS14NS to be not in accortiartce with the reguirement5 of the Gpntract Documents, the Contractoe shall eorreet it promptly after 13.1 GDVERNING L►m►W ' receipt oF vuritten notice From the Qwner to do so unless the 13.1,1 The Contrac:t shall be govcrncd by ttic law af the place Owner has previously given the Contractor a vvritten accep- wtYere [lze ProjeeL i5 located_ - tance of such condttian. This period of one year shall be extended weth respect to partrons oF Work first performed after 13.2 Sl1CCESS4RS AND ASSIGNS Substazitial COmpletion by the period of time between Su6stan- 13.2.1 The Qwner and Cantractar respectively bind thein- Itia] Cornpletion and tkte aet6aJ performance oF the VC{ork This selves, their partners, succcssors, assigns and legal tepr,esenta- obligation undcr this Suhpatagraph 12.2.2 sh-a11 survive accep- civc-s to the other party hereto and ta partners, successars, tancc of the Work undcr the C:ontract and terminatiort qf the assigns and legaJ representakives of such other party in resgect ~ i C;ontrac t, 7`he Qwne r shaJl give such noei& prompely after clis- to covcnants, agreements and ohligations eontained in the Con- cavery of the conciition. tract Documents. Ncither party to the Contract shall assign the Contract as a who1e without written conscnt oF the other_ if 12.2.3 The Contractar shall remove from th.c sitc portions of either party aetcmpts to rryake suc.h an assignmcnt withouz such the Work which are not in accorciance with the recluirements co17sent, that party shall neverthcless rcinairt lcgally respnnsiblc ~of tfie Cantract Docuincnts -.md are neither earrected by the fo1• all nhligatinns under ctic Contnact_ COntracCUr nor accepted by the Owner 12.2.4 If the Contractor fails to corrcct nonconforming Work 13,3 INRGTTEN NQTICE within a rcascmable time, the Owner may correct it in accor- 13.3.1 Written notice sha11 be deemed to have been duly -dance witti Paragraph 2.4_ if the Conrractor cloes not proceecl served if cleliverect in person ta the individual or a member of with correctioil af such nanconforining Work wirhin a rea.snn- the fin-n or entity or to an off-icer of the corparation For which it able tinie Fixed by written notice fron3 the Architect, the Owner was sntcnded, or iFdclivered at or sent by registered oe certified , I ~ may rernDve it aind store the salvable materials Dr equipment at mail to tl1c l2St husins;ss addrc,Ss known to the p2rty g@ving the Contraetcar's expense. lf the Cantractor does nat pay costs noticc. of such remova2 and storage witt7in ten days aFter written notice, the C)wner may upon ten additional days' written 13.4 RIG11TS ANa REMEOIES ziptice 5e11 5Li ch material5 and equipni ent at auctio n or ac private s.-de and sha11 account for the procecds thcrcof, after deducting 13.4.1 T}uties and abligations irnposeci by the Cantract Docu- casts and darnages that should have been borne b}7 the COn- ment5 anCl rights and remc'.dics avtlilable ChereUndei' Shall be iil rraccor, including compensat3nn For the Archirect's services 2nd ridcirtinn to and nnt a limiuition of ciuties, obligation5, rights ancl ; expenses madc necessary therch}°. If such procceds nF salc dn rerneciies otherwisc impnsed nr ~?vailahlc by law. , not cover costs which the Contractor shoYild have barrre, the 13.4.2 No action nr failure to dct ny the Owner, Arctlitect or ContracL Suni stlall be reduced hy it-ie cleFiciency. lf payrnenes CoIltrtic«r shall constiture a waiver nf a right or duty afforded ~ then or thcreafter duc the Gontractor are s3ot sufficicnt to eover - ~ them uaaclcr the C,:ontract, nar shall sLich action or failure to acc such airiount; the Contractor shall pay the diFference to the constitute approval of or acquiescence in a breach thercundcr, ~ Qwncr. cxccpr -.Ls inay be specificalJy agreed in wriiing. 12.2.5 The Contractor stialJ bcar khe cos( of cor~eeting ~ destroyFed or clan,aged c:canstriiccion, whether corr,picred or 13.5 TESTS AND IMSPECTIONS ; partially completecl, of the Owner or separare cnntractors cau5cd bY the {::or~tract~.ye's cr.~rrectit~rt c~r fefIlC7Vii1 caf VUark 13.5.1 `I'e~ts, inspee~ion~ a~~d a~Earovfils ~F pc~r~ions of the WUrk required by the Contract Documents or by laws, ordi- ~ which i5 not in aCCUrC.1anCt with the requsrerryent~, oF the C.on- , i ceact Documcnts. nances, `rules, regulations or orders of public authorities hriiil!'!g j Ll rk id iCtiO n shaif b c rnade at an appropriate time. Unicss r) ther- 12.2.6 Nothing contained in this Par~agraph 12.2 shall be con- wisc provided, the Conteactor shall make arraiigement-q for SCrueci to establish tx pc.riad of limitation with respect to [7ther ~U(:h LesL S, inspec:tio ns and apprc~vals ,%'ll'fl aIl 1r1CQt;}'3e C1CIer1I [cs l'- -obI1gaCto11$ LVhiCrl the Crancracror might have- UndCr the C..on- lllg l2b4ftiitory or entity acceptable ta the QnFner, ar with (he tract Documerits. Establishmcnt of the timc periocl cxf onc }rear apprOpri:ite public authority, ancl shttll bear all rclatcd costs of as described in SubparagrapM 12.2.2 relates only Go etie specific test4, inspectiUnw andapprovals The C:cancracior sh:d] give lhc obligririon oF the C.onrractor tr') c:orrect the Work, and tias no Architect timely notice of when anCi where te5ts and in5pec- , TCIaC1[)I15h1p [C'l the C1t1'1C R+Ithk[l wLl1CIl the 4b11gdCIOf1 iC7 CoCTlp1V tions are to be made so the Architccc may obsenre such proce- , uFith the C.:onrract lloctirnents may he saugl7c to be enFnrceLi, ~ilLii-es. The Owner shall bear costs of tc:sts, inspections or 'nor to the zimc within which proc.cc:clings nmy he comr7icriced approvals w-hich do n[Jt beCUiIic C'eq111TcCnentS UIlt1I aftei' b1415 to estahlish the Contraetor'4 tiahilii}= ;vitri rc~pect tcr the C;an- are: rece.iaed or negoti-ations conciuded. - tractor's nb ligations cither than specificallv to currect the 'W o rk. 13.5.2 If the fVchitect; L3Wner or publr'c autt-ioritics having ~ i 12.3 ACCEPTANCE 0F NONCONFDRMIIVG INQREC jurisdiction determine Lfiat portions caf the Work require ad€ii- cinnal testing; inspection ar approval noc ineludcd under 5ula- 12.3.1 IF the Owner, preFcrs t~~ ~~~ept Work wilich is not in paragraPh 13.5.1, the ArchitecE will, tipon written auncorization. acc~'~rcianc€: with the requirei7ients nf the Coi-itr~ct DocLunents; fi•oin thc: Owi~er, uistrLiCt the C;oi~tractc~r to niake arrm7gernents ,t.hc. Owner may do so instead of requiring its renioval and cor- for Sazch additional testing, anspcction or appruvA by :m ent.ity rccuon, in wt-iicti casc: the Cantract SUun will l)c reduced as accc:ptable to tize Owiier, and the Conti-actvr shall givc ciniely appropriate ancl ecluitable. 5uch adjusti-nes-A shall be effected iioLice xo ll'ie Architec.t of when and w-here tes(s and inspection5 wtiecher or nc)t final pa}rIllellC ha5 L3ee11 IT1iide. ttrC [o lie T77ade sa rh4 Architcct rn2y obscrve such procedures. ~ AIA DOCUMEi+1T A201 * GENF,RAI, COh'f]I'f'IC)NS OF 'Fl•lE CON'I'RACT FpR CUIkISTRUCTION ■ FOIJRTEEIti1'M EDl']'IQN 22 A201-1987 AiA4 • o19,47 -rwh AMrRiCRN i N51'ITL!"I`E OFAkCHI"I'EC°i'S, 1735,hqEw YoxK AVEN kxh, N.W. WA5HINGTQh', D.C. 20006 ; I WARNI#JG: Unllcensed pho#oeopying viola#es U.S, icopyrlght Iaws and is subi ect ta legai prosecutinn. ~ The Owner shall bear such costs except as provided in Sub- ARTICLE 14 paragraph 13.5.3. TERMINATION OR SUSPENSION 13.5.3 If sueh procedures for cescing, 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 iay such failure including thase of repeated 14.1.1 The Contractor may terminate the Contract if the Work - procedures aild compensation for the Architect's services and is stopped for a period af 30 days through no act or fault of the ; expenses. Contractor or a Subcontractor, Sub-subcontractor or their agents or cmployees or any other persons performing portions 13.5.4 Required certificatcs of testing, inspection or approval of the Work under contract with the Contractor, for any of the shall, unless otherwise required by the Cantract Documents, be following reasons: secured b}7 the Contractor and nromptly delivered to the .1 issuance of an order of a court or other public author- Architect. ity havuzg jurisdiction; .2 an acc of government, such as a declarauon ~f nacional 13.5.5 If the Archicect is to observe cests, inspections or emergeney, making material unavailable; approvals required by the Contract Documents, the Architect 3 because the Architect has not issued a Certificate for will do so promptly and, n~here practicable, at the normal place . Payment and has not notified the Contractor of the of tcsting. " reason Eor vvithholding certification as providcd in 13.5.6 Tests or inspections conducted pursuant to the Con- SLlhpdragraph 9.4.1, or because the Owner has nat ' tract Dacuments 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 incerruptions by the 13.6 INTEREST Owner as described in Paragraph 14.3 constitute in the aggrcgate more than 100 percent of the tatal num- 13.6.1 Naymenrs due and unptid under the Contract Docu- her of days scheduled for completion, or 120 days in _ ments shall bear interest from the date payment is due at such any 365-day period, whichever is less; ar , rate as the partics may agree upon in writing or, in the absence .5 the Owner has failed to furnish ro the Contractor thereof, at the legal rate prevailing from time to time at the place promptly, upon the Contractor's request, re~asonable where the Project is locateci. evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may, 13.7 COMMENCEMENT OF STATUTORY upon seven additional days' written noticc [o the Owner and LIMITATION PERIOD Architect, terminate the Contract and recover from the Ovvner 13.7.1 As Uetween the Owner and Gontractar. payment for Work executed and for proven loss with respect co materials, equipment, tools, and canstruction equipmenc .1 Before Substantial Completion. As to acts or failure,s and machinery, including reasonable overhead, profit anci to act occurring prior to the relevant date of Subscaui- damage.s. tial Completion, zny applicable stawte of limitatiol-i.s 14.1.3 If the Work is stopped for a period of 60 days through ' shall commence to run au1d any allEged cause of action • no act or fault of the Contractor ur a Subcontractor or their shall Ue deemed to have accrued in any and all events agents or employces or any other persons performing portions not later than such ciate of Substantial Completion; of the Work under contract with ehe, Contractor becausc the .2 Between Substantial Completion and Final Certif~ Owncr has persistently failed to fulfill the Owner's obligacions eate for Payment. As to acts or failures ro act occur- Linder the Contract Documcnts with respect to rnatters impor- ring subsequent to the relevant date of Substantial tant w the progress of the Work, the Contractor may, upon CUmplction and prior to issuance of the final C.:ertifi- Seven additional days' written notice tq the Owner and the cate for Payment, an}T applicable statute of limitations Architect, terminate the Contract a.nd rec:ove:r from the Owner shall commencc to run and uly alleged cause of as providcd in Subparagraph 14.1.2. action shall be dcemed to have accrued in any and all 14,2 TERMINATION BY THE OWNER FOR CAUSE cvents not later thai the date of issuance of the final 14.2.1 The Owner may tcrminate thc Contract if the Certificate for Payment; and Contractor: .3 After Final Certificate for Payment. As to acts or .1 persistently or repeatedly refuses or fails to supply faulures to act occurring aFter the relevant date oE issu- enough properly skilled workers or propec materials; ance of the final Certiticate for Payment, any appli- .2 fails to make payment to Subcontractors for materials • catale statute of lunitations shall commence to run and or labor in accordance with the respectivE agreements . any alleged causc of action shall be deemect to have betwecn the Contractar anci the Subcontractors; accrued in any aild all events not later than the date of ,3 persistently disregards laws, ordinances, or rules, reg- any act or failurc to act by the Contractor pursuant to ulations or orders of a public authority having juris- any warranty provided under Paragraph 3.5, the date dittion; or , of any correction of the Work or failure to correct the ' Work by the Contractor undcr Paragraph 12.2, oc the •4 otherwisc is guilty of substantial breach of a provision datc 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 reasoils exist, the OnJner, upon or Owner, whichever occurs last. cercification by the Architec[ that sufficienc cause eXisrs to jus- AIA DOCUMENT A201 • GENE}tAL CONDITIONS OF THE CONTRAC.T FQR CONSTRUCTI0N 0 FOUN7'EEN"1'M ED1TlON AIA° - O 1987 THE AMfiKIrAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVENUE, iVAV, WASHWGTON, D.C. 20006 A201-1987 23 WARNING: Unlicensed photocopying vlolates U.S. copyrlght laws and is subiect to legal prosecutlon. tify such action, may without prejudice to any other rights or Owner. The amount to be paid to the Contractor or Owner, as remedies of the Owner and after giving the Contractor and the the case may be, shall be certified by the Architect, upon appli- Contractor's surery, if any, seven days' written notice, termi- cation, and chis obligation for payment shall survive termina- nate employment of the Contractor and may, subject to any tion of the Contract. prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials, equip- FOR CONVENIENCE •ment, tools, and construction equipment and machin- 14.3.1 The Owner may, without cause, order the Contractor in ery thereon ocvned by the Contractor; writing to suspend, delay or interrupt the Work in whole or in .2 accept assignment of subcontraccs pursuant to Para- pazt for such period of time as the Owner may determine. . graph 5.4; and . .3 finish the Work by whatever reasonable method the 14.3.2 An adjustment shall be made for increases in the cost of Owner may deem expedienc. performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interrup- ; 14.2.3 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 sha(1 not ' be entided to receive further payment until the Work is •1 that performance is, was or would have been so sus- finished. pended, delayed or interrupted by another cause for which the Concraccor is responsible; or 14.2.4 If the unpaid balance of the Contract Sum exceeds coscs .2 that an equitable adjuscment is made or denied under of Rnishing the Work, incluciing compensation for thc Archi- another provision of this Contract. tect'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 ~ AIA DOCiJMENT A201 • GENERAL CONUI"1'IONS OF THE CONTRACT FOR CONJTRUCI'10N • FOURTEENTH EDI`I'ION 24 A201-1987 AIAQD • 0 1987 THE AMERICAN INST[TUTE OFARCHIl'ECTS, 1735 NEW YpRK AVF,iYUE, N.W., WASHING'I'QN, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. Reprinted 7/93 ~ Supptementary Conditions of the U-S- Gepartnwd "°usi^9 Contract for Construction ~d urtan o~e+o~t ~ , r Article 1 - Labor Startdanls ' instructions - ~ Whemew only FHA nwrtgage inwranoe is irtMOtved. use Para9raph (Al ~ (6) !t the oorttractor atb the labor+ers arb medhanks b be empfoyW (C) of Artide 1- Labor Standards. YVhenever any Qred brtn d asshMr~oe in tlw ctassification (d ktwwm~ or 1hek reprasertatives► and IiUO or Us (Sectiort S. Sectiott 202, dired loans. 8rants etc.) is inv'olved. ttse designee sgree on !he dassit►cation 8td waye rate (tndttQ'cng fhe artwuttt - Para9raphs WI and (B) and (G) of Artide t- l.ebor Standards. desisnated br kirVe benetrts where appropriade~ a report ai the action ' taken shalt be sent by FiUO orits designee to the Adminisbrator of the Wage end Hour Oivis~ EmploymeM Standards AdministratiorL US. DepartmeM ; qppricabirty . of Lsbor. Washingt,aR D.G. 20210. The Administrator. or an auftrired ' . ivprosentative. wiU approve. modity. or dlsaAProv'e emY addtional classifi-- The Projed or Program to whech the canstruction wak covered by thls _ cation action within 30 days aI receipt and so advise HUO or Its desiflnee oontract pertains is be+ng assisted or insured by ttte Urtited Stabes d Mter- or will notify HUO or ks designee witttin the 30-4ay peciod that add'iLionc l kca and the tollowing Federal l.abor Standards ProvisioRS are induded in time is necessary. (APProved bY the Oft'ioe.of Management and Budget - this Contrad Or retaLed insUvmeM putsuartt 0o the pcOrisha'ts eppClc;abie ~ under OMB Corttr+ol number 1215-0140) , , . sucfi Federal asistanoe or insurance. (c) In the event the contractor, the tabomrs or medtianics to be . A.1. (Q Mkimure WaQes. Atl taborers and mechanies emplored or work- ernptayed in tl* dassification or tl~e'sr repnmentatives. and Hi!D or Ets . ~ Mq upon the sibe of the wox4c (or under the United States Houstng Act of designea do not agree on the poopoeed dassificatiort and waqe rafm 1937 or under the Housing Ad of 1949 in the cortstrtxction or developrtvern (indudrg the amourtt desipnated tar irinqe beneft wfwx+e aPProPdatel of the projecn, will be paid unoond"itionally and nat less ohen lhan onoe e HUO or hs desiQnee sW rekw the quastions. indud'up the views d a8 _ week end withovt aubsequeM deduction or rebate on any ecoarnt (except inw+ested parties and the ' of HUO or its des%nee. b the wcfi payrotl deduc~iona as sre Pemutted bY r'e9ulatioR3 bweQ by the • Adtttiinistrator for deLerminatioR The Admkftbuw. or an autfwxfxed iepro- . Seaetary of Lzb" under Ihe Copeland Act (29 CFR Part a ft fud ament sentattve. MnU issue a detertriination within 30 days of mceipt and so adrise of wages and bona bde tringe benet'ts (or eash equivalsrft ZhereoA due at HUO or ics designee or wil! natily HUO or its dESignee wWwti the 30-day tme a parmi compuoed at rates not less tnan twse corttained in ahe perioa 1hat ada~ti«nal time ia neoe.ssary. (Aporoved by ft otGce a Man-. , wage detemtinatim of tlhe Sectetary of labot which is attached hereto and ayemeM end 6udflet under OMB Contrd Nttmber 1215-01404 ' made a part hereoL re9ardktss of anY contractual relationship Mfiich may (d) The waQe rate Wudrg hinge benefft wfier+e apprvpriaDe). - be at{eQed to exast between the oontractor and auch laborers end me- deEemtined pttrsuant 0o subparagraphs A.t ii ) or (c) at tils Para9TeWA - ehanics. Contri5utions made or c o sts ceasonaWy artticipated {or bona fkle sWl be paid to a11 workers performiN work in the dassifica:tion ugnder lhis fringe benefrts ttndet Settion 1(b)(2) of the Oavis-8aoon Ad on behatf of oorttr~..d_ trwn !he first day on whicfi woAt is perfortroed in the dassi6cation. laboners er mechanics are considered vr.ages paid b saxh taborers or (111) Whenever the minimuin wage rate presuibed 'm fhe oorttrad ior a mechartics. wbjed to the provisiorts of 29 CFR 5_,~sI(1xM: ais0. reQular etass of laborers (r mechariirs inciudes a trinye benefit whic:h iS not oontributions made or cosft'axcumad tor ntore than a weeWy Period (but expres-ceC as an hourty rate. ee contrad,or shatl eittw pay.the benefii 8s , not less otten than quaroetiy) undef plarzs. funds. or progrertt% which. oorrer statsd in the wage determirtiation or shall pay another bona f~de (rinqe the particutar weekly perio4 are deemed to be constructivety made or benefit or an hourty ca.sh equivafent thweot. • . incurred during such weekfy periad. ' - • (iv) ff the contractor does noi make paymecrts to a trustse or otter fhird Such laborers and mecfianics shap be paid the appropriate vrage rate persom the oontract,or may oonsider as part of the wages of any labor+er or and Gringe benefts on tlhe wage detecmination tor ft dassification M work mechanic the amount ot any costs reasonabty anticipaLed 'm providng actualty peAortned. withcut regard to skitl. excepi as provided in 23 CFR bana fide hinge benefits unQer a plan or progcaun, Provided. That the , Part 5.5(a)(4~ Laborers or mechanics pertorming wor4c in moc3 than one Secrehary of labot has tound. upon the wrttten request of the contractw. classification may be compensated at the rate specified for each ctassifica- that the applicable standards of tt►e Davis-Bacon Ad have been met The i tion for the time actualty worlced therein: Provided. That the employees pay- Secxetary of Labor may require the contractor Lo set aside in a separate rotl records accuratety set torth the time spent in eact: c4assification in accouM assets tor the meeting of obligations undef the plan or prograrn. which worlc is pertarmed. The wage deiermirtiation (RCluding any add'Rional (Approved by the Oftice of Management and 6udget under OMB Controt classificatifln and wage rates coMormed urtCer 29 CFR PaR 5.5(aj(1 u and Numbef 1215-0140.j . ' the Oavis-eacon poster (WH-1321) shall be posted at aft times by the con- (2) Witt►hdding. HUO or its designee shall upon ics own actiw ar upon tractor and its subcontractors at the site of the wor4c in a prominent ard wrttLen reQuest of an authorized representative of the Oepartment of Labar accessible place wfiefe it can be easify seen by the wofkem withhold or cause to be withherd from the contractor under this contract or _ (Ei)(a) Any ctass of laborers or mechanics whicfi es not listed in the any ottw Federal contract with the same prime contrador. or any other wage deteRnination and which is to be employed under the contrad shall Federally-assisted contraci subject to Oavis-8acon prevailirug wage ~ be ctassified in conformance with the wage determination. HUO shall requirements, which is held by the same prime contracLor so much of ltie approve an aedito" dassificas«, ana wage rate and ftinge benefits accrued payments or advances as may be considered necessary to PaY theretore only when the tollowing criteria have been met labofers and mec~hanics, inGuding appfentices, trainees and helpersr ~ (1) The wortc to be peAormed by the ciassification requested is not employed by the contracior or any subcontrador the tuU amount of wages ~ periarmed by a classificaton in the wage determination; and required by the contracL ln the event of tailure to pay any laboref of (2) The classificaiion is utilizeC in the area by the construGion mechanic, inctuding any appren6ce, trainee or helper. employed or wortcing industry. and • on the site of the wor{c (or under the United States Housing Ad o! 1937 or , (3) The proposed wage rate, induding any bona fide tringe beRe- undef the Housing Ad of 1949 in the construction o( devetopment of the 6ts, bears a reasonabte relationship to the wage raLes contained in the project), all or part of the wages required by the contract HUO o{ its des+9- wage deteRnination. nee may, after written notice to the contractor, sponsor. apPlfcant or ownef. Reolacbs FHA-2554 Which is Obsolete. I , • Huazssa (2-84) ~ H8 4571.1 Rev. i ' take wch action as may be necessary to cause the suspension of arty (ai) The contrador or subcontractor shall make the records reQuired further payment advance, or guarantee of tunds until sucti violations have unCer paragraph A-3.o of this section available !or inspecbort, copying, or ceased. HUO or its designee may, aftef written notice to the contrador, dis- nransuiption by authorized representatives of HUO or its designee or the ' burse such amounts withhelfl for and on account of the conb-actor or sub- Oepartment of Labor, and shall pennit such representatives to interview - contractnr to the respective employees to whom they are due. The Comp- employees during working hours on the job. ft the contractof of subc:on- trolEer Gerieral shall make such disbursements in the case of direct tractor tails to submit fhe tequired records or to make them availab(e, HUD Oavis-Bacon Act contracLs. - of iCs designee may. after arritien notice to the contraGar. spoRSOr. appli- 3. (Q Pandls and basic rec«ds. Payrvlls and basic recox+ds nelating cant or ownsr. take such aetion as may be necessary to cause the sus- ttweto shatl be maintained by the contractor during the course of the woAc pension of any furttw paymertt advance. or guarantee of tunds. Furttw- snd pre.served for a period of ttuee years thereafter ier all la.borers and more, failure to submit the required reoords upon request or to make such - mechanics working at the sits of 1tw work (or under the UniteC States teoords avaitable may be Qrourids fot Oebartt+ent ection pursuartt to 29 , Housing Ad o! 1937. or unde.r the Housirg Aci al 1949. in fhe eonstructiort CFR Part 5.12 or devebpmertt of the projec* Sucfi teoords shall oorttain the narte. 4. Oe Apprenlieas NW TssMees. /1PPrenGoes- /►pprerttioes nn'p be per- eQdr+sss. and socisl seaaity numbet of eaCh sucfi wWtef. hes or her ear- mitDed te worlc at less ftn the prede0errnined rate lor fhe wartt theY Per- rect clsssificabon, houly rate.s d wa9es Paid Cnd udng rates of oontribu- tortttee wtwn they are ertployed pursuant b arW inewiQuatFy registemd in a tions or costs artticipated for bona fide frinQe benefits or cash equivalent4 boria fide apprertticeship ProSTram re9mtered with Oe US. OepartrneM of Oered of the "es descn'bed in Section 1(bj(2)(B) oi the Qavis-Bacon AcQ. labor. fmploymertt and Training AdminmtrationL Bureau of Appmtlceship daily end weeldy number of hours wakedt deductions made anC acrijal end Training, or wnh a State Appr+entioeshiP AgencY reoo9Rized bY the wages paid.lNhenever the Secr+etary of Lsbor has iound undef 29 CFR SS Bureau. or if a person is employed in his or het firsi 90 days of proWtionary (a)(1)(rmat the wages of any tabaef or mechanic inctude the amoxmt of employnent as an apprert6ce in such an apprentic.eship Pro9rarri. who ts , atty costs reasonsbly BntiCipated in providing benefRS utldet a plan Or pr0- rwt ind'rviduatly reg'tstered in the progrdm, but wh0 h85 been Oerti6ed by tt18 . gram descn'bed in Section 1(bx2)(B) of ttie Oavis-Bacan Act. tt►e oorttractor 6ureau o! AppreMioeship and Ttalning or a Staie Apprenticeship Agency - - shall mairttain records whicfi show that the commitrnent to previde such (wfere appropriate) to be e[igible for probationary employrrent ns an ~benefrts is ertforceaWe. that the plan or program is 6nancialty responsib{e. aPPrentioe. The atlowable ratio of apprentices to jourtieyanen on the job site . and fhat the plan or program has been communicated in writing to the In any eratt ciassiticatiw shall not be'greater than the ratio pertnitted Io the. . taborers or rtecftianics attected, and records which stww ft costs antici= corttratxor as to the eMire work toroe undet Me regi.stei+ed program, My - pated or the acWa! oost irx:umed in providing such benefitg: Contracoors - worcer Gsted on a payrdl at an apprentrce wage rate. wtw is not cogisLered emPlloYin9 aPPrandoes or trainees under approveC prograrns ahatl rttia+rttain or otherwise empiayed as statsd above, ahatl be paid not less than the written evidence of the registration of apprenticeship prograrns and oertifi- appticabie wage rate on the wage determination for the dassifica6w o! . eatim a aa;nee progrartis. ft registradon of the apprentioes ar,a ora;nees. wortc aduarry pedOrtnea. M add'+tiot% anr aaaentioe perforrtang worlc on and tthe ratioa and wage mtes prescxibea in tt,e appricable programs. a,e joe site in exoess of aw ratio pertn+tted under the registered prograen WPpc'vved bY the Offwe of Management and 8udget undef OM8 Contrd shad be paid not less Ehan the appficabte wage rate on the wage detenni_ . Plumbers 1215-0140 and 1215-0017) nation ior fhe work acbalty perfowmed. WItie7+e a eonVaetor is perfortnirV (R)(a) The oorttractor aW aubm'rt weelQy tor each week En which any ootsLiucLion on a projed in a local'fty aVer than that in which its program is oorttract wortc is pertort.sed a copy af aq payrolls to HUO or its designee ff registered. the ratios ar►d wage rates (expressed in peroentages of the jour• Ihe agency ia a party bD the coRtract but it the agency es not such a party. neyrnan's hourty rate) specified in the contractors or eubcontradora tegis- ; *ie oontractw vv11 subrttit fhe payro(!a b ltte epplicant sponsor. or owner. teted pooQram sftiall be observed. Every apprendce mue be paid at not iess as tlse csse may be. for transmission to HUO or its designee. The payro(ts than the rate specified in the registered pr+ogram for the apprentice'a tevel wbmitted shali set out accuratety end compleWy att of Che irdomtiatiort of progress. expmssed as a per+owtage o! the jovmeymen hourty taLe ~ required Oo be mainffiined under 29 CFR PaA 5.5(a)(3i . This irttortnation apeci6eC M the applicable wage determinaoan Apprentioes shalt be paid • . may be submitted in any brm desired Opti4nal Form WH-347•is available tringe benefits in aeoordance with the provisiorts of the apprenticeship - . for this purpose and may be purchased trom the Superintendent of Oocu- program. Et the apprentioeship program does not speciy iringe benefft . menLs (Federal Stock Number 029-005-000141 ~ US. GoMemmeM Rrinting apprentioes musi be paid ltie tufl amOUnt of tringe benefits listed on the Offioe„ WashingtoR O.G 20402 The prime oontractor is re.sporisible for the ' wage detemunation for ttw sppllcabte classifrcatiom ff the Administrator wbmission of copies of payrolls by $U suboontractors. (Approved by the determines that a dittereni pracbce prevaiks for fhe applkable apprentioe Office of Management and Budget under OMB CortVol Numbet ciassificatim tringes shall be paid in SCCOndance with that determinatior►.1n . 1215-0149) the evetYt the Bureau of Appxerttioesh+p and Training, or S StaLe Appren- (b) Eacfi payroll submitted shatl be accompanied by a"Statemertt ai ticeshiP Agency recognized by the 8ureau, withdraws approvaf of an . Comptiance." siqned by the contraGor or subcontractor or his or her agent apprenticeship prograrm the contracoor witl ttio longer be permitted Lo utilize who pays or supervises the payment of the persons employed under the apprentices at less than tlie appficabte predetermined rate for the work contrad and shall certify the following: pertoRned until an acceptable program is approved. (1) That U've payroll for the payroll period contains the informa6on ii Trainees. Except as provided in 29 CFR 5.16, trainees will not be required to be maintained undef 29 CFR Part 5.5 (a)(3jn and that such permitted to woAc at fess than the predetertnined rate tor the worlc per- intormation is conect and complete; tormed uNess they are empJoyed pursuant to arsC individually regisfered in (2) That each laborer or mechanic (ncluding each helper, a program which has received prior approval, evidenced by fomnal certifi- apprentice, and trainee) employed on ttie contract during the payrotl period cation by !t►e US. Qepartment of labor. Employment and Training Admini- has been paid the full weekly wages eamed, without rebate, eittief directly stration. The ratio of trainees to joumeymen on the job site shall not be or indirectly, and that no deductions have been made eittter directfy of indi- greater than permitted under the plan approved by the Emplayment and rectfy hom the full wages eamed, other than pennissabte deducsons as set Training Administration. Every trainee must be paid at not less tt►an the rate forth in 29 CFR Part 3; specified in tfie approved program tor the trainee's level of progress. (3) That each iaborer or mechanic has been paid not less than the expressed as a percentage of the joumeyman's hourty rate specified in the applicable wage rates and trtnge benefitg or cash equivalents fof tlie applicable wage determination. Trainees shall be paid tringe benefrts in classification of work pertortned. as specified in the applicable wage accordance with the provisions of the trainee program. H the trainee pro- determination incorporated into the contrad gram does noi mention hinge benefrts. trainees sha(I be paid the full , (c) The weekfy submission of a properfy exec;uted certification set amount of iringe benefits listsd on the wage detemiination unless the ' forth on ttie reverse side of Opbonal Form WH-347 shall satisty the Administrator of the Wage and Hour Division Aetermines that ttwe is an requiremertt tor submission of the "Statement of Cornpfianoe" required by apprenticeship program as,sociated with the corresponding joumeyman paragraph A.3.(i}(b) of this secaon. wage rato on the wage detefmination which provides for less than full (d) The falsification of any of the above oertibcations may subject the iringe benefits ior apprentices. Any employee listed on the payroll at a contractor of subcontractor to ciw'1 or uiminal prosecution unaer Section irainee rate who is not registered and participa6ng in a training ptan 1001 of Title 18 and Section 231 ai Titfe 31 of the UnitsC States C•ode. approved by the Employment and Training Administration shall be paid not . , HUD-2554 (2-84) I less than the applicable wage rate on tlhe wage detertnination for the tractor shail be liable to the United States (in the ca.se of work done under _ classification of work aciua(ly performed. In addition, any trainee peAotming contrad for the Distrid of Columbia or a terr'rtary, m such Distrid or to such wortc on the job site in excess of the ratio permitted under Me registered territory), tof tiquidated damages. Such liquidated damages shall be com- ' program shall be paid not less than the applicable wage rabe on the wage puted with respeci to each individuat taborer or rtechanic, inGuding determination for the wortc aciually perfortned. In the event the Employment watchmen and guards, employed in violation of the Gause set !onh in sub- and Training Administration withdraws approval of a training progrart% the paragraph (1) of this paragraph in tte sum of $10 for each calendar day on , oontractor will Ro longer be pertnitted Lo utilize trainees at less tttian the Wt1iCt1 SUCII /f1dlVldtJBl W8S fEQIlifQd Of pCfI11[CEd LO' WOffC Ia OmWe" of~igM spPficaWe predetermined ratE for the worlc performeC until an sooeptiatile -kQ4mC-w in exoess of the standard workweek of forty hours wittxout pay- program is approvc.'d. merYt of the overtime wages required by the dause set torth in subpare- nw EVual empioyment opporturiity. The utilization of appre,ntice.s. 9raph (1) of this Para9raRh- trainees and joumeymen under this part sttiall be in conformity witlh the (3) VYltfiho{d'up for unpaid M►ages and IiQuidated dama9es- HUO or its e4~ ~"xxyt QPPort+nitY reVuirertterus of Executrve Order t 12d6► 8s des+flnee stsa upon its own action or upon vrrttten r+equest of an autho- . ' emended. and 29 CFR Part 30. tir:ed cep eserutlve of Ihe Oepartment o! l.abor witthotd or cattse !o be S. Conipfiance wfth Copebnd /1et requlr+emenls. The cantracEor attiatl wftht*4 trom anY Rux-teYS PaYable on ec;cottrtt of vv+ork perfcmtea by tlte ' canpfy with the requimments of 29 CFR Part 3 which are inoorporated by oorttractor or subcontractor tunder any such oontrad or any ottw Federal ~ referenoe in this contrad contrac with the same prime coMractor. or any oltw Fe4erally-assisted S. Subconlracts. The cantractor or subcorttractor will Msert in eny sub- corttrad subjed to the Contrad WoAc Hours and Safety Standards Act contracts the dause.s canained in 29 CFR SS(a) (1) tx'ou9h (10) and such which ts hetd by fhe same prime contracLor sucfi sums as may be deoer- , other dause.s as HUO of its desi9nee maY bY aPPropriata instructions mtned to be necessary to satisiy arty rk-bilities of such contracta or sub- require, and also a clause requiring ttw subcontractocs bo indude ttvese oontractor tor tcnpaid wages arid GQuidated damages as providsd in the dauses in any bwer tier subcontracts. The prime contracaor sfiall be aause sec rortr, in s,bparasrapn (2) a mis paragrapk responsible tor the comprkvnce by any subcantractw or awer tier subcon- (4) Suboontracts. The contracOor or subcontractor shatl insert in any ~--tractor with al1 the contract daiues 1n 29 CFR Part 5.& suboontracts the dause.s set torth in subpara9BPh (1) thra+9h (4) of this 7. Contract Eermination; debamiertt A breach of the oofttrad dauses in ParaSraph and atso a dause requiring the auboontractms to Mdude ttase 29 CfR SS may be grounds for termination of the cor►iract end tor debar- dauses tn any bwer tier subcontracts. The prime contractor shafl be . ment as a corttractw and a subcontractot as provided in 29 CFR 5,12 responsible for oompliance by any subcontractor or lower 6ef suboontrac- a. GortMltanos wtth Davis4lacon and Raiated Act Requir+errwnts. All nt- tor wilh the dauses sei Eocth in subparaSraptis (1) through (4) of tttiis ; ings and iMerpretations d the Oavis-6aoon and Relared Acts oontained in Para9raPh . 29 CFR Parts t. 3. and S arg herein inoocporated by reference in thi.s C. The Contractor wc'q be required t4 execute FHA Form No. 2403-/. corttruc:t, Contractoes Prevaiting Wage Ce~tif~cat4 as a oond'tion preoedent to in- ~ 9. Disputes oowwning tabor daf+dards. Oisputes arising out of tM labor surenoe by the Federal Housing Adminisbration ot ttW certain moRpaqe . ' szandards provWons ct this corttrad shatl noi be subjed to the Qenera! barL or an aQvance tt►ereot. made or Lo be made by the Awrtgagee irt oon- . disputes dause ot this oontraci Suchdisputes shari be resdved in acoor• nection with the construdion of the projed ' dartce with the procedures of the-Departrnertt of Labor set torth in 29 CFR Parts 5.'6. and T. Disputes within the msaning of this dause indude des- Articae 2- Equal Emptoyment Opportunity : puLes bei*reen the cantractrx (or any of its subcontractors) and tiUO or its . ces+9neer the U.S. Departrrwrtt a! Labor. or the ecnployees or tlieir . The appGcant hefeby aflr+ees tliat It vAll irxxxporate or cause to be atcorpo- represerttativeg, raLed irroD Sny Corttrad for construcbon work or mod'cfcaboA thec'eot ss - 10. (q Certificatjon d E3igtbOty. 6y entering i-do this contract the con- defined in the reQula6au of the Secretary of labor at 41 CFR CttiapOaf 60. aactor ceftifiw niat neMw K (nor ne or she) r,or any persor, or fiRn wno whecn is paw ror in wt,ole or in part witn funds obta;nea cmm 9% Federat has an iriterest in the contractoes firtn es a person or brtm ineligible to be Govemrnent or boirowed on the c,nedit al the Federal Gm:mment pursuartt awarded Covemment cantrads by virtue of Section 3(a) ot the Daves- to agrant contract {oan insurance` or guaraniee. or trndeRaken pursuartt Bacon Ad or 29 CFR 5.12(ax1) of to be awardeC HUO contracts or patlid- m any Federal program irtvolving such graM contrad ban. Ensurai%oe` of pate in HUO programs pursuant to 24 CFR Part 2d. guarantee, the tollowing equal opportunity dause: (ti) No part of this contract shafl be subcontracted to any person or puriny the periormance d this contraet the Contractor agrees as firtn ineligible for award of a Govemment Contrad by virtue of Section 3(a) b(Epws: ' of ihe Oavis-8acon Ad or 29 CFR 5.12(ax1) or to be awarded HUD oon- A. The Contractor will rtot dLscriminate against arty employee or appG- trads or partidpate in HUO programs pursuant m 24 CFR Part 24. cant tor employment because of race. oolor. religiocL seX, or national on9+n. (W) The penatry tor making false statements is prescribed in the U.S. The Contractar will take affirmative action to ensure that applicants are Criminal Code. 18 US.C.1001. Additionally, U.S. Criminal Code. Sec,-tion employed. and that employees are treated during emFloyrnent wittwut 1010. TNe 18, U.S.C., "Federal Housing ACministration transactions", pro- regard to their race, color. religion, sex or national origin. Such action shall ; vides in part "Whoever, tor the purpose of... influencing in any way Ihe include, but not be limited to the following: Employment upgrading, demo- action of such Administration_ makes, utters or publishes any statement. flon. or transfer recruiUnent or recruitrnent advertising; layoii or termination; knowing tt►e same to be talse. shall be fined not more than $5.000 of rates of pay or other forms of compensation: anC selecOon for training , imprisoned not more than two years, or boUh." ir►cluding apprenticeship. The Cantractor agrees to posi in conspiwous , B. Contract Woric Hours and Satety Standards Act l0.s used in this para- places available to employees and apQlicants for employment notices to graph. the terms "laborers" and "mechanics" include watchmen and be provided setiing foRh the provisions of this nondiscrimination ciause. guards. B_ The Cantracior will, in alI solicitat;ons or adverbsements tor employees (1) Ovwtime requ'aements. No contractor or subcontractor contracting placed by or on behalf of the Contractor state that atl qualified applicants for any part of the contract work whicfi may require or involve the employ- will receive cvnsideration (or Employment without regard to race, color, ment of taborers or mectsanics shall require or permit any such laborer or religron, sex, or national origin. mecfianic in any workweek in which he of she is employed on sucfi work G. The Contractof wiU send to each tabor union or represetnative vt to woAc in excess of ' torty workers with which a has a collective bargaining agreernent or ottw con- ' hours in such workweek unless such laborer or mechanic receives com- tract pr understanding a notice to be provided advising the said tabor union ' pensation at a rate not less than one and one-hali times the basic rate of pr woAcers representatives of the Contradors commitments hereunder. pay for all hours worfced in om" ' any calendar day or in and shall post copies of the notice in conspicvous ptaces awailabte Lo excess of torty hours in such workweek.wt4el;,eMe.4s-9redterr employees and appticants tor employment ' (2) Violation; tiabiiity tor unpaid wagas; liquidated damages. In the O. The Contractor will comply wiih a11 provisions of Executive Order event of any violation of the clause set fortn in subparagraph (1) of this 11246 of September 24, 1965 and of the rules. regulations, and (elevant paragraph, the contractor and any subcontractor i-esponsible theretor shall orders o1 the Secretary of labor. be liable for the unpaid wages. In addition, such contractor and subcon- E The Cantrador witl fumish alt in(omnation and reports required by HUD-2554 (2-841 Executive Order 11246 of September 24, t965, and by rules. regulations, sanctions and penalties for violation of ihe equal opportunity clause as may and orders of the Secretary of Labor, or pursuant thereto, and wili permit be imposc3d upon contractors and subcontractors by the administering access to its boo4cs. reoords, and accounts by the Secretary of Labor tor agency or tt►e Secretary of Labor pursuant to Part p, Subpart O of the purposas of invesbgation to a.goertain compliance with such nules` regula- Execinive prder. In addition, the applicant agrees that it it tails or retuses to , bons• ~order& compiy with these undertakings, the administering agency may take any or . F. In the event of the Contractors noncompfiance wrth the nondisuimi- all of the fallowing actions: Cancel, temiinate, or suspend in whole or in nation dauses of this contrad or with any of the said rvles, regutations. ar part this grant (contraet loan, insucance, guarantee); refrain hom extending ocders. this contraet may be carcek)d, ternunated, or suspended in whole any furttw assistance to the applicaM under the program with resped bp or in paR and the ContracLor may be dedared ineligible tor turthef gvvem- which tne tailure or retund oculRed until satisfactory assurance of future mertt oontracts or lederatly assisted ooristrucbon oontracts in accordance compliaric;e has been received trom such applicant and refer the case to with procedures auttwized 'en Exear6ve Order 11246 of September 24, the pepartrnent of Justioe (or appropriate legal prooeedings, , 1965r end such ottw sanctiom tnay be tmposed and remedies invoked as • i providee in Execudve order 11246 of sepcmnber 24, 1s6s, or by cute. regu- Artide 3- Equal Opporbunity for Businesses and Lower _tations or creef of me Secretary of t.abor. or as amve+wise por+dee oy taw. Income Persons Located Withln the Projeet Area G. lhe Corttractor wip indude the p«tion vt the senZence immeQiately Pmcocrin9 Para9rao A and fhe P~+ons of ParagraRhs Atwou9h G M (Applicab/e ta Sedan 236 prnredM whene dts etstimatea replacement oost •every suboanbad or purcha.se or+def unless exernpted by n1es. r'e9utations. o/ the protect es deterrnined by the Secr+etary of Housing end Urban DeNel- or omders of the Secretary e! Labor i.ssued pursuartt to Secbon 204 of opmeM excseas S5OQ000. end fo e/l Proiect% btcludirrg Sechon 236 Execxrtive Order 11246 of SepOember 24, 1965, so that such provisions will regaidless of estimated replacement cost receiving renf supplement be binding upon eacfi subcantractor or vendof The Contractor will take assrstance urrder Title 4 Secfion 101 of ihe Housing and Urban Deve/op- suCh sction with reSpeCt Lo 8ny SubCOntrad or purChase ordet as fhe mertt Ad o! 1965) - - Secxetary of liousing and Urban Oevelopment or Me Secnetary of labof A. The worlc to be pertonned under this oontract is on a project assisted may dired as a means of enforcing such provisions. including sanctions for under a program providing dired Federal bnancial assistartice Mom the nonoomp!iance. Provrded however, that in the event the Contractor Departmenf of Housing and Urban Oevelopment and its subjeei t+o the : beoomes irtrrofved in, of is threatened wittL Gtigation with a subcontractor or reQuirements at Secbon 3 at the Housiny and Urban Oevelopment Ad of ' vendor es a resutt of such drecbon by the Setretary of Housing and Urban 1968. as amended,l2 US.C.1TOtu. Section 3 requires that to the greatest Oeveloprttent or the Secretary of Labor. the Contractor may request dze . extent feasible opporounities for training and emptoyment be g'iven bwer ttnitad States to enter trito such litigation to protsct the intetests o! the income re.sidents of the unit of {ocal floYemment or the metr+opotitan area United Statss. (or nonmetrnpolitan oounty) as determined by Ihe Secxetary of Houstng and H. The appCicant turther agrees that it witl be bound by fhe above equal Urban Oevetopmertt in wfiicfi the projects tocated and earOracts tor woxc in oAPorhfittY dause with respect m Its owT1 erriPloymera Pcactices when it , oortnection with the prOjeCt be 8war0ed 1o busirkew ooncemS whiCh 8re PartidPates in Mderaty assisted oorutruction wortc Provided That if the located in. or owned in substarttial part bY Persons resid'mg in the same., epplicant so par8apatiny is a State or local govemmertL the above equat metropot'itan area (or nonmetr+opotitan ceuMM as the pmjeci oPPodunitY dause is not apprKab{e fio anY a9encY. instrvmentatity or aub- divisiw of aucn government wnich does nat participate in woAc on or Artide 4- Heattfi and Satety under the contrad ' L The epplicant agress that it witl assist anC oooperaLe actively wifi the A. No taboret or mechanic sha[I be reQuired tio wortc in SurrounQ'ings or aQminseering agency ard the Secretary of Lebor In obtaining the oom- under woriang cocd'~tions which are unsannitary. harandous. or dangerous plianoe of contradors and suboorttratUors with the equal opportunity to his heafth and safety as deLertnirted tmdef constnxton safety and health aause u,e ahe rules, regu+aooM and rekvaM «mders of the secreUry of smndares prortwlgatea by the secrebry a t.abor by regufaWm Labor. that k vnll tumish the administering agency and the Secretary of 8. The Contractor shall compty with atl regutations essued by the Secre- ` Labor such iMomtiation as they may require tor the supenrision of such tary of Labor pursuant to (de 29 Part 1926 (tormerly part 1518) and tailure wmpranoe, and that it wilt otherwise assisi the administering agency in the to compfy may resutt in imposition of sanctions pursuartt to ttw Contrad _ discttiarge of the agency/s primary re.sponsibility (or securirrg compliance. Wor1c Hours and Safety Standards Act (Public Law 91-54. 83 Stat 961 ' J. The applicartt further agrees that it witt reirain hom entering into any C. The Cantractor shaq indude tlie provisions of this Artide in every ~ eontrad or coritract modification subjed to Executive Order 11246 of Sep- subcantrad so that such provisions wilt be binding on each suboontractor. - tembef 24,1965, with a contractnr debarred from or who has not demon- The Contractor shall take such action with re.sped to any suboontrad as , strated etigibiliry for. GovemmerYt contracts anC tederalty assisted consVuc- the Secretary of Housing and Urban Oeveloprt►ertt of the Secretary o! Labor don corrtracts pursuaM to the Executive ordef and will carry out sucfi shall direct as a means of enforcing such previsions. H U D-256t (2-84) ~ 'i SPECTAI. CONDiTIONS - PART 1- QENER.AL ; Ll GENERAL ; All applicable rcgulations and rNuircmcats of authorities and/or nblties shall apply to this work. , Rcquircmcnts of this section'Spccial Conditions" shall supersede any previous or confliding rcquircmc.nts. 12 MODIFTCATIONS OF GENERAL OONDITIONS . - A.rticle 2, 7 15, The number of sets provided at no cost to the General Contrador is 8. . . . i .Article 3, 3.7, Permits, Fees and Testing shall be paid for by Conbractor. Article 11, In conoert with the requirements listed in Article 11, the Contractor shall providc thc following minimum coverages. (a) BuUd&s Risk Insurance to be written on ea AIl Risk Completed Va1ue forui, in an aggrcgatc amount cqual . ; to - 100°% of thc oompleted insurable value of thc vwark. Thc Builders Risk Insurancc poicy shall namc the Owncr as thc Insurcd and namc, as addition.al insurcd, thc gcncral aontractor, othcr oontradors and _ suboontradors, as their intcrests may appear. ~ (b) Public LiabTdy Insurance on a Commcrcctial Gcneral Liability form with L'mits of not Iess tban $500,000 per ouurrence to protect the Owner duriag the oonstrudion phase fram c]aims involving bod7y injiuy and/or death and damagc to the propcrty of others. Such Commercial Gcncral Liability Insuraacc.shall bo c,ndorscd to indudc owners' and oontractors' protcctin ooveragc. - (c) Vchicle Liability Lasurance with li.mits of not less than $300,000 for one person and $500,000 for more than one pecson to protect the Owner fzom claims for bodily injury and/or death, and not less than $50,000 against ciaims for damage to property of othus arising from thc Owner's operadon oE vehicles. Such insuranoe shall • include coverage for employers' owned, non-owned and/or hired vehicles, where applicable. (d) Workers' Compensation and Employers' Liability Lnsurance (statutory or voluntary) covering all employees of the Owner and any other facilities, the revenues of which are pledged to project operations. L3 CONTRACTOR'S LICENSE 'Contractor for this Work shall be licensed as required by the State of Washington. 1.4 TIME FOR COMPLETION All work in this contract shall be completed by. i ~ SPECIAL CONDITIONS ~ ~ i 1.5 COMMENCEMENT AND COMPLETION OF WORK Thc Contractor will be required to commence work under this contrad within fifteen (15) calend.ar d.ays after i the date of receipt by the Contrador of the Notice to Proceed, to ex.ecute said work with faithfulness and energy , and to complete the entire work no later than the completion d.ate as established above. 1.6 LIQUIDATED DAMAGFS The amount of liquidated damages for failure to complete the work on time wffi be $100.00 (Oae Hundred Dollars) per day for each working day in exoe.ss of the completion date specified.. - ~ 1.7 OQDES AND REGUI.ATIONS All material and work performed under this bid proposal shall comply with standard Federal, State, and Local Codes and Regulations, includi.ng OS.H.A.- W.IS.HA. 1.$ WAGE RATES ' - Contrador shall be required to pay the current prevailiag wage scale under the Davis-Bacon Act for Spokane County. It is the Conirador's responsibility to verify current wages with the US. Department of Housing and Urban Development, Labor Relations Degartment, located in the Arcade Plaza Building, 1321 Seoond Avenue, Seattley Washingtoa , 1.9 NON-DiSCRIMTNATION ' - Contrador is to comply with "Equal Employment Opportwuty Executive Order 112A6 as amended by Fxecutive Order 11375"; "Code of Federal Regulations, part 135, revised as of April l, 1987"; and Code of Federal , Regulations, part 60-100, revised as of July 1,1987". ' 1.10 PERMI'I'S AND FEFS - The Contractor shall furaish all permits, inspection fees, and fees required in the performance of this contrad. 1.11 BOND The Contractor shall deliver to the Owner a good and sufficient bond with a surety company as surety, in an amount equal to the full contrad price, plus Was6ington State Sales Tax, conditioaed that such person or ; persons shall faithfiilly perform all the provisions of such contract and pay all laborers, mechanics and ; subcontractors and material meq and all persons wbo shall supply such person or persons, or subcontractors, with provisions and suppGes for the carry'ung on of such work. Bond shall be to Volunteers of America. **END OF SPECIAL CONDITIONS** SPECIAL CONDITIONS 2 i cURRErrr PREVAn.IrrG wAcES - TO BE TNSERTED ~ I ~ i j ~ i I i i DNISION #1- GENERAL REQUIREMENI'S SECTION 01.01.0 - SUMMARY OF WORK i I PART 1- GENERAL ' Ll RELATED DOCUMEN'I$ Drawingrs and general provisions of Coatract, including Geaeral and Supplemeatary Conditions and othGt -Division-1 Specificatioa Sectioas, apply to this Scdion. • 12 PROJEGT DESCRIP'TION ~ The Work consists of off-site coastruction as specified herein and shown on the drawings. Construction is related to the Washington VOA Housing complex, operated by the Volunteers of America. I; 13 GONTRACTOR OPERATIONS General: During the construciton period the Contractor shall coordinate all operations with the local authorities. Contractor shall also coordinate work with construction requirements of the documenis relating to _ tbe Washington VOA Housing complex I; - PART 2 - PRODUCTS (NOT APPLICABLE) PART ~ - EXECUTInN (NOT APPLICABLE) , :«END OF SECT'ION 01010#• . ~ SUMMARY OF WO12K ; 01010-1 DIVISION #1- GENERAI- REQUIREMENTS SECTION 01027 - APPLTCATIONS FQR PAYMENT ' ~ PART 1- GENERAL 1.1 RELATED DOCLJMEN'T%$ Drawing$ and geaeral provisioas of Contract, including General and Supplementary Conditions aad other Division-1 Specification Sections, apply to this Secxioa ~ 1.2 StJMMARY ' This Section specif es administrative and procedural requiremeats governing the CoaGr.ador's Applica.tions for PaymenG The Contractor's Consiruction Schedule and Submittal Schedule are included in Section "Submittals". . 13 SCHEDULE OF VALIJES Coordinate preparation of a Schedule of Values with preparatioa of the ConLradoes Coastntction Schedule. , . Submit a Schedule of Value.s to the Owncr at the earliest feasi'bla date, but in no case later than 7 days before tho datc scheduled for submittal of the initial Application for Payment , APPLICATIONS FOR PAYMENT Each Application for Paymenc shall be consistent with previous applications and payments as certifiied and paid for by the Owner. Pavment Annlication Times: The date for each payment application shall be the end of the month. Pavment Aonlica,tion Forms: Use AIA payment applicadon forms. Application Prenaration: +Compleie every entry on the form, including notar'ization and execuGon by person authorized to sign legal documents on behalf of the Owaer. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values. ' Include amounts for Change Orders and Construction Change Directives issued prior to the last day of the construction period covered. Transmittal: Submit threc executed copies of each Application for Payment to ihe Owner; one copy shall be ; complete, including waivers of lien and s'unilar attachments, when required. _ Submit final Application for Payment with or preceded by final waivers from every eatity involved ~ with performance of Work covered by the application who could lawfully be entitled to a lien. I APPLICATIONS FOR PAYMENT . 01027-1 DIVISION #1- GENER.AL REQUIREMENTS Initial Anolication for Pavment Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: List of subcontracxors. - ' Iist of principal suppliers and fabricators. Schedule of Values. ~ - Contractoes Construction Schedule (preliminary if not bnal). Submittal Schedule. " Copies of building permits. , ~'inal Pavment Applicatioa Administrative actions and submittals which must preoedc or coinade with submittal of thc 6n.a1 payment Application for Paymcnt include the following: Completion of Project closeout requirements. Completion of items speufied for completion after Substantial Completioa - Assurance that unsetded claims will be setded. Assurance that Work not complete aad accepted will be completed without undue delay. Transmittal of required Project constructioa records to Owner and applicablc authorities. Proof that taxes, fees and similar obligadons have been paid. Removal of temporary facilides and services. . Removal of surplus materials, rubbish and similar elements. - Approval and/or acceptan.ce documents from applicable suthorities and/or utilities. PART 2 - PRODUCTS (Not Ap plicable), PART ~ - EXECLl1'ION (Not Anolicablel. ' . ~ «tEND OF SECTION 01027'`* - - , APPLICATIONS FOR PAYMENT ~ 01027-2 ~ DIVISION #1- GENEI2.AL RLQUIREMENTS SECTION 01040 - PROJECT COORDrIVATTON PART 1- GENERAL Ll RELATED DOCiJMENT.) Drawings and general provisions of Contrad, including General aad Supplementary Conditions and other Division-1 Specification Sedions, apply to this Sedion. . 12 SLnvIMARY - This Section specifies administradve and supervisory requirements nece,ssary for Pro}ect coordination including, but not nece.ssarily limited to: Coordinatioa . Ad.ministrative and supervisory personneL General installation provisions. . Cleaning and protection. _ _ teld enp-ineering, is included in. Section'Field Engineering". ProQress meeting$, ooordination mcetings and pre=installation c:onferences are included in Section 'Projed Meeting,s". Rcquirements for the Contradofs Construction Schedule are included in Section'Submiitals'. - 13 COQRDIINATION Coordinatioa: Coordi.nate construction activities included under various Sections of these Specificadons to assure efficient and orderiy installatioa of each part of the Work Coordinate coastruction operations included under different Sections of the Speaficatioas that are dependent upon each ather for proper installation, connection, and operation. Where installation of onc part of the Work is dependent on installation of oc,her components, either before or after its owa installation, schedule construction activities in the sequence required to obtain the best results. Where availability of space is li.mited, coordinate installation of different components to assure maximum accessibility for requued maintenance, service and repair. ~ Make adequate provisions to accommodate items scheduled for later installatioa Where aecessary, prepare memoranda for distribution to each party wvolved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owaer and separate Contractors where coordination oF their Work is ' required. PROJECT COORDINATION , 01040-1 DIVISION - GENERAL REQUTREMENTS Administrative Procedures: Coordinate sct,eduling and timing of required administrative procedures with other construction activities to avoid conilicts and ensure orderly progress of the Work. Such administrative activities - include, but are not limited to, the following: Preparation of schedules. Installation and removal of temporary facilities. . Delivery and processing of submittals. Progress meetinp. Projed Qose-0ut activities. • PART 2 - PRODUCTS (NOT APPLICABLE). PART 3 - EXECUTTON - ' 3.1 GENER.AL INSTALLATIQN PROVISIONS Insoe,ction of Conditions: Require the Installer of each major component to insped both tho substrate and conditions under which Work is to be performed. Do not proceed until unsatisfadory condidons have been oorrected in an acceptable manner. Rechcck measurements and dimeasions, before startiag each installation. Install each comnonent during weather conditions and Project atatus that will e,nsure the best posole results. • •END OF SECTION 01440'` t . PROJECT COORDINATION , 01.040-2 DIVISION #1- GENERAL REQUIREMENTS SECTION 01050 - FIELD ENGINEERtNG - . _ PART 1- GENERAL ; 1.1 REIATED DOCIJMENTS Drawings and gcneral provisions of tho Coatrad, including Gcaual and Supplcmcntary Conditions and other Division-1 Specification Sedions, apply to this Section. 12 SLRvIMARY General: This Se,ction speciCes administrative and procedural requirements for field engi.neering servioes, including, but not necessarily limited to, the following: Land survey Work. . Geotechnical Work ' 13 SUBMl'TTAIS ; Certificatas: Submit a leiter -of certification signed by the Land Surveyor or Professional Engineer certifying that thc location and clevation of impravements comply with thc Contract Documonts. : 1.4 QUALTI'Y ASSURA.NCE Surveyor. Engage a Registered Land Surveyor registered in the State where the project is located, to perform land surveying services required, acceptable to Owner. Geotechnical Soils EeQineerinQ Services: Engage a Soils Engineer registered in Washington State to perform the required services, acceptable to Owner. PART 2 - PRODUC'T'S (NQT APPLICABLE) PART 3 - EXECUTION 3.1 E3i:AMINATION - SURVEYOR ~ Verifv lavout information shown on the Drawings, in relation to the property survcy and existing benchmarks before proceeding to layout the Work. Locate and protect existing benchmarl:s and control points. Preserve permanent reference points during construction. - ExistinQ utilities and equinment: The eaastence and location of uaderground aad other uCilities and consLruction indicated as exasting are not guara.nteed. Prior to construction, investigate and verify the existence and location ' of underground utilities and other construction. , ; . ' FIELD ENGINEERING , 01050-1 i DIVISION #1- GENERA.L REQUIREMENTS ,3.2 PERFORMANCE - SURVEYOR - Working from lines and levels established by ihc property survey, establish benchmarks and markers as needed to properly locate each element of the Work. Calculate and measure required dimensioas within indicated or -recognized tolerances. Do not scale Drawings to determine dimensions. Advise entities engaged in construcxion activities, of marked li.aes and levels provided for their use. 'As coastrudion procxcds, check cvery major clement for liae, level aad plumb. Locate and lay out site improvemcnts, including pavcmcnts, stakcs for grading, fill placcmcnt, utility slopes and invert clevadons by iastrumentation aad similar appropriate means. Survevor's Locr, Maintain a surveyor's log of control and other survey Work Make this log available for reference. Record deviations from required lines * aad levels, and advise the Owner when deviations that exoeed , . indicated or recognized tolerances are detec:ted. On Project Record Drawings, record deviations that are accepted and not corrected. _ .33 F:XAMINATION - GEOTECHTTICAL ENGINEER - ~ ~VerifY CAmpadion requirement as noted on drawing5 and in apecifications. , 3.4 PERFORMANCE - GEOTECHIVICAL ENGINEER Advise entities engaged in construction activities of compaction requirements listed in speca5cation. Notify job captain when discrepancies occur. . Geotechnical EnLyineer s L,a,r, Maintain a log of control and other testing work. Make this log available for reference: - . , Record deviations from required compaction levels and advise the Owner when deviadons that eacceed ind.icated or recognized tolerances are detected. Oa Project Record Drawings, record deviatioas that are . accepted and not conected. «`END OF SECTION 01050" FIELD ENGINEERING 01050-2 DIVISION # 1- GENEFtA.L REQUIREMENTS SECTTON 01153 - CHANGE ORDER PROCEDURE PART 1- GENERAL ,1,1 SECT'ION INCLUDE$ Submitzals of Change Orders. Documentation of change in Contrad Sum/Price and Contract Time. Change proc.edures. Change order forms. Execution of change orders. 12 RELATED SECTIONS - The General Conditions of the Contract for Construction, the Supplemental General Conditions, tlie Special Condidons and all attachmcnts and modificatioas thereto; the Forms and Documents listed in the Table of Contents for this manual; thc Drawings; all Division 1 Speafication Sutions; and the Agreemeut(s) between - Owaer and Conbracxor and all attachments and modifications thereto, are applicable to the work of this Secxioa ~ 13 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME . Maintain detailed records of work done on a time and material basis. Provide fiill information required for . evaluation of proposed changes, and to substantiate costs of changes in the Work. . Document cach quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. Provide additional data to support computations: Quantities of products, labor and e,quipment. Taxes, insurance and bonds. . Overhead and profiL Justification for any change ia Contract Time. Credit for deletions from Contract, similarly documented. . Support each claim for additional costs, and for work done on a time and material basis, with additional , information. _ Origin and date of claim. . Dates and times work was performed, and by whom. _ Time records and wagc rates paid. Invoices and receipts for products, equiPment, and subcontracts, s'imilarly documented. CI-IA.NGE ORDER PROCEDUI:2.C 01153-1. DIVISION #1- GENERAL REQUIREMENTS Extensions in Construction Time are justified only by circumstances beyond the conlracior's comtrol, i.e. unusual weather and sirikes. Within 21 days of the date a construction delay occurs, the contractor must document it - with the Owaer to include: ' Date of occurrence and aumber of calendar days it covered. Effeet on overall construciion progress. Cause of the delay (If the cause is of continuing nature, submit the caciension request when the causes eea.ses). Eactension re,quest must aLso include written aonsent of the surety and oonform to AIA Document A201, , Article 83. ' Submit copies of the last Gve (5) years weather data from N.OAA. to justify unusual weather conditions. - Submit request for time wension as a single item for change order. , L4 CHANGE ORDER FORMS Use standard AIA forms. - 1_5 CHA.NCiE PROCEDURES The Owner will advise of minor chan,ges in the Work not involving an adjustment to Contrad Sum/Price or Contract T'imo as authorized by AIA A?Al, 1987 Edidon, Paragraph 7.4 by issuing supplcmental instrudions on AIA Form G710. i ' The Owner may issue a Proposal Request wbich includes a detailed description of a propased change with supplementary or reviSed Drawings and specifications, a change in Contrad Tune for executing the change and the period of time during which the requested price will be considered valid. Contrador wHl prepare and : submit an estimate within 10 days. The Contrador may propose a change by submitting a request for change to the Owner, descn'bing the proposed change and its full effect ow the Work, with a statement descnbing the reason for the change, and the effed on the Contrad Sum/Price and Contract T'une with full documentation and a statement descn'b'mg the effect on Work by separate or other coatractors. Document any requested substitutions in accordance with Section 01600. 1.6 CONST'RUCT'IDN CHA.NGE ALJTHORIZATION Authorization of changes to the construction can be made only after consultation with the Owner, and providing that the Owner approves the proposed change, Authorizatioa will be submitted for processing. No Changes in the work are to be made without written approval. Emergency situations in which life or property is endangered or construction halted Contractor is to contact the Owner for instructions. ~ 1.7 FXECUTION OF CHANGE ORDERS Execution oE Change Orders: Owner will issue Change Orders for signatwes of parties as provided in the Conditions of thc Contract. ' . CHANGE ORDER PROCEDURE 01153-2 DIVISION #1- GENERAL REQUIREMEN'1S PART 2- PRODUCTS (NOT APPLIGABLE) PART 3 - EXECUTION (NOT APPLICABLE) ' •*END OF SECTION 01153«« . ; .j CHANGE ORDER PROCEDURE ~ , 01153-3 DIVISION #1- GENERA.I- REQUIREMENTS ' SECTTON 01200 - PROJECT MEETINGS PART 1- GENER.AL ' Ll RELATED DQC;UMENTS Drawings and general provisions of Contract, including Gencral and Supplementary Conditions aad other Division-1 Specification Sedions, apply to this Sedion. 12 SLJNiMARY This Section specifies administrative and procedural requirements for project meetings including but not limited to: Pre-Construction Conference. Progress Meet.in.gs. ~ Construction schedules are specified in another Division-1 Secxioa . . , 13 PRE-QONSTRUCTION CONFERENCE Sche,dule a nrerconstrudion conference and organizational meeting at the Project site or other convenient location no later than 15 days after execudon of the Agrecmcnt aad prior to commencement of oonstruction activities. Condud the meeting to review responsibilides and personnel assiganments. Attendees: Tho Owner, Design Consultants, the Contractor and its superintendent, and major subcontractors shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work. Aaenda: Discuss items of significaace that could affect progress including such topics as: Tentative conscruction schedule. Critical Work sequencing. Designation of responsible personneL Procedures for processing field decisions and Change Orders. Procedures for processing Applications for Payment. Distribution of Contract Documents. Submictal of Shop Drawings, Product Data and Samples. Preparation of record documents. Use of the premises. Office, Work and storage areas. Equipment deliveries and priorities. . Safety procedures. F'ust aid. ; Secwity. Housekeeping. Working hours. PROJECT MEETINGS 01200-1. DIVISION #1- GENERAI. REQUIREMENTS 1.4 PROGRE,SS MEE'TINGS - Conduct vroeress meetins~s at the Project site as required for proper coordination of the work- Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of signif cance that could affecx progaress. Indude topics for discussion as appropriate to the cuzrent status of the Projed. ; - •*END OF SEGTION 01200s« . ; PROJECT MEETINGS 01200-2 ~ DIVISION #1- GENERAL REQUIREMENI'S ~ SEGTION 0134() - SUBMITTALS PART 1- GENERAL 1_1 RELATED DOCIJMENTS , Drawings and general provisions of Contract, including General and Supplcmentary Conditions aad other Division-1 Specification Sedions, apply to tbis SeAcfion. ' 1.2 SUMMARY This Secxion spec.if es administrative and procedural requirements for submittals required for performance of the Work, including: Contractor's construction schedule. Submittal schedule. Shop Drawings. ' Product Data. Samples. ; - _.,Administrative Submittals: Refer to other Division-1 Sections and other Contrad Documents for requirements for administrative submittals. Such submittals include, but are not limited to: Permits. Applications for paymenG Performance and payment bonds. , Insuranoe certificates. List of Subcontractors. The Schedule of Values submittal is included in Section "Applications for PaymenG" Inspection and test reports are inciuded in Section "Quality Control Services " 13 SUBMITTAL PROCEDURES Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiendy in advance of performance of related construction activities to avoid delay. Processin;~: Allow su#ficient review time so that installadon will not be delayed as a result of the time ~ required to process submittals, including time for resubmittals. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the ~ name of the entity that prepared each submittal on the label or title block. Submittal Transmittal_ Package each submittal appropriately for transmittal and handling. Transmit each ; submittal from Contractor to Owner using a transmittal form. Submittals received from sources other than the ~ Contractor, unless approved beforehand, will be returned without actioa. SUBMiTTALS 013(}0-1. DIVISION #1- GENERAL REQUIREMENTS ~ On the transmittal Record relevant information and requests for data. On the form, or scparate sheet, ' record deviations from Contract Document requuements, including minor variations and li.mitations. Include Contractor s certification that information complies with Contract Document requirements. , 1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE Bar-Chart Schedule: Prepare a fully developed, horizontal bar-chart type Contractor's oonstruction schedule. Submit within 30 days of the date cstablishcd for `Commencemcnt of the Work". Provide a separate time bar for each signif rant construcxion activity. Provide a continuous vertiral line to identify the fust working day of each week Use the same breakdown of uaits of the Work as indicated in the "Schedule of Values' ' i _Schedule Undating: Revise the schedule after each meeting or adivity, where revisions have been recagnized. or made. Issue the upd.ated schedule to Owner. 1.5 SUBMITTAL SCHEDtJI,E - After development and acceptance of the Contradoes oonstruction schedule, prepare a complete schedule of submittals. Submit the schedule within 10 days of the date required for establishment of the Contradoes construction schedule. 1.6 SHOP DRAWINGS . ! Submit newly prepared information, drawn to accui-ate scale. F[ighliglit, encircle, or otherwi.se indirate deviations from the Contrad Documents. Do not reproduce Contract Documcnts or copy stand.ard informadon as the basis of Shop Drawings. ; i Do not use Shop Drawings without an appropriate final stamp indicating action taken in connedion with , construction. 1.7 PRODUCT DATA , Colleci Product Data into a single submittal for each element of construction or system. Product Data includes pr'lnted information such as manufacturer's installation instructions and catalog cuts. , Mark each copy to show applicable choices and opdons. Where printed Produd Data includes information on several products, some of which are not required, mark copies to indicate the applicable _ information Do not submit Product Data until compliance with requirements of the Contract Documents has beem confirmed. - , Submittals: Submit 2 copies of each required submittal. D;stribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. SU BMITTALS ' Ol3(}0-2 DIVISION #1- GENERAL RCQUIREMENTS Do not proceed with installation until an applicable copy of Product Data appGcable is in the installer's possession. Do not permit use of unmarked copies of Product Data in connection with construction_ ; 1f3 REVIEW ACTION Exoept for submittals for record, information or similar purpose,s, where adion and return u required or requested, the Owner will rcview each submiital, mark to indicate acxion takeq and return prompdy. _ Compli.ance with specif ed characteristics is the Contrador's responu~bility. , PART 2 - PRODUCI'S (tVOT APPLICABLE). PART 3 - EXECUTION (NOT APPLICABLE). •`END pF SECT'ION 01300+« - ~ SUBMITTALS 01300-3 DIVISION #1- GENERAL REQUIREMENTS SECTION 01400 - QLJALITY CONTROL SERVICES ~ PART 1- GENERAL ~ ; 1.1 RELATED DOCiJMENT'S Drawings and general provisions of Contract, including General and Supplementary Conditions and other ; Division-1 Specification Sedions, apply to this Sectioa 1.2 SLnVINiARY This Sectioa specifies administrative and procedural requiremeats for quality control services. Quality control services include inspections and tests and related acxioas including reports, performed by independent agencies, governing authorities, and the Contractor. They do not include Contract enforcement activities performed by the Owaer. Inspection and testing services are required to verify compliance with requirements specif ed or indicated. These services do not relieve the Contractor of cesgons'bility for complianoe with Contrad Document requirements. ' ; . - Requirements of this Section relate to customized fabrication and installation procedures, not produdion of siandard produds Spec.ific quality control requirements for individual construction acxivities are specifified in the Sections that specify those activities. Those requirements, including inspedions and tests, cover production of stand.ard products as well as customized fabricadon and installation procedures. Inspedions, test and related actioas specafied are not intended to limit the Coatrador's quality conirol procedures that facilitate compliance with Contract Document requirements. Requirements for the Contractor to provide quality control services required by the Owner, or authorities having jurisdiction are not limited by provisions of this Section. 13 RESPONSIBILITIES Contractor Responsibilities: The Contractor shall provide inspections, tests and similar quality coatrol services, specif'ed in individual Specif"catioa Sec.tions and required by governing authorities, except where they are speci5cally ind.icated to be the Owner's responsibility, or are provided by another identified entity; these services ~ include those specified to be performed by an independent agency and not by the Contrador. Costs for these _services shall bc included in the Contract Sum. The Contractor shall employ and pay an independent agency, to perform speeified quality control services. Where the Owner has engaged a testing agency or other entity for testing and iaspection of a part of . thc Work, and the Contractor is also required lo engage an entity for the same or related element, , the Contractor s6all not employ the entity engaged by the Owner, unless otherwise agreed in writing - with the Owner. QUALITY CONTROL SERVICES 01400-1 I___I• DTVJSION #1- GENER.AL REQUIREMENTS Retesting: The Contractor is responsible for retesting where results of required inspections, iests or sunilar services prove unsatisfactory aud do not indicate compliance with Contracx Document requirements, regardless of whether the oripnal test was the Contrador's responsibility. Cost of retestin.g construction revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on orional constructioa . , Y)uties of the Testing AQency: The independent testing agency engaged to perform inspections, sampling and testing of materials and construction specified in individual Specification Sections shall cooperate with the Owner and Contrador in performance of its dudes, and shall provide qualified personnel to perform required inspedions and tests. . The agency shall notify the Owner aad Contrador prompdy of irregularities or deficiencies observed in the Work during performance of its services. T'he agency is not authoriz.ed to release, revoke, alter or enlarge requirements of the Contract Documents, , or approve or accept any portion of the Work. The agency shall not perform any duties of the Contractor. Coordinatioa The Contrador aad each agenry engaged to perform inspections, tests and similar servioes shall coordinate the sequence of activides to accommodate required services with a minimum of delay. In addition to Contraetor and each agency shall coordinate activities to avoid the necessity of removing and replacing construdion to accommodate inspections and tests. ~ The Contrador is responsible for scheduling times for inspedions, tests, taking samples and simillar activides. ' 1.4 SUBMTI'TAL.S ~ The independeat testing agency shall submit a certified written report of each inspedion, test or similar service, to the Owner unless the Contractor is responsible for the service. If the Contrador is responu-ble for the service, submit a certified written report of each inspection, test or similar service through the Contrador, in duplicate. - Submit additional copies of each written report directly to the governing autbority, when the authority so : direcis. 1.5 OUALTTY ASSURANCE Oualification for Sen+ice AQencies: Engage inspection and testing service agencies, including independent ~ testing laboratories, which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of ladependent Laboratories, and which specialize in [he types of inspectioas and tests to be performed. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate io the State in which the Project is located , PART 2 - PRODUCTS (NOT APPLICABLE). i QUALITY CONTROL SERVICCS , 01400-2 - - DIVISION #1- GENERAL REQUIREMENTS PART 3 - EXECUTION '3.1 REPAIR AND PROTECTION General: Upon completion of inspection, testing, sample-taking and similar services, repair damaged construction and restore substrates and fini.shes to climinate deficiencies, including deficiencies in visual qualities of eaposed finishes. Protect vonstruction eaposed by or for quality oontrol service activities, and proted repaired oonstrudion. Repair and protection is the Contractoes responsibiIity, regardless of the ass'ignment of responsibiliry for i- inspedion, testing or s'imilar services. I ' ««END OF SECI'ION 01400«« . I . ~ QUALITY CONTROL SERVICES 01400-3 DIVISION #1- GENERAL REQUIREMENTS SECTTON 01500 - TEMPORARY FACILITIES ' PART 1- GENERAL ' 1.1 RELATED DOCL:fNfENTS , DrawingS and general provisions of the Contract, including General and Supplementary Conditions and other Division-1-Specification Sedions, apply to this Sedion 1_2 SLnViNiARY This Sedion specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protedion. . • . Temnorarv utilities required include but are not limited to: Water service and distnbution. • . Temporary electric power and light - Temporary oonstruction and support facilitics required i.aclude but are not Iimited to: Sanitary facilities, including drinking water. . . Dewatering facilities and drains. Waste disposal services. . Securitv and protection facilities required include but are not limited (o: Warmng signs, lights. Environmental protection. ' 13 QUALTTY ASSURANCE ReQUlations: Comply with industry standards and applicable laws and regulations if authorities having jurisdiction, including but not limited to: Building Code requirements. Health and safety regulations. Utility company regulations. Police, FLre Department a.nd Rescue Squad rules. Environmental protection reguladons. 1.4 PROJECT CONDITIONS - Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficicnt manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous daagerous or unsanitary conditions, or public nuisa.nces to develop or persist on the site. TEMPORARY FACILTTIE.S OLS00-1 i , DIVIS[ON #1- GENERA.L REQUIREMCNTS PART 2 - PRODUCTS 2.1 MA'TERIAIS General: Provide new materials; if acceptable to the Owner, undamaged previously used materials in seiviceable condidon may be used. Provide materials suitable for the uso intcaded, and as requircd to mect all applicable health and safety standards and regulatioas. PART 3 - F.XECUTION 3.1 TEMPORARY UTILTI'Y INSTALLATION - General: Engage the appropriate local utility company to install temporary service or connect to existing ; service. Where the company provides only part of the service, provide the remainder with matching, compat~~ble materials and equipment; comply with the companys recommendations. Use Cbarges: Cost or use charges for temporary facilities shall be paid by the Contractor. .3.2 TEMPORARY CONS'TRUCTION AND SUPPORT FACILTITFS INSTALLATION ~ I.ocate sanitary facilities and other temporary constructian and support facilities for easy acce,ss. ~ Toilets: Install self-contained toilet units. Shield toilets to ensure privary. Use of pit-type privies will not be ; per,mitted. . DrinkinQ Water Facilities: Provide containerized tap-dispenser bottled-water type drinking water units, including paper supply. Colledion and Disposal of Waste: Colled waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. , 3.3 SECURITY AND PROTECTION FACILTI'IES INSTALLATION $arricades. Warning SiQns and Liehts: Comply with standards and code requiremeats for erection of ' structurally adequate bamcades. Paint with appropriate colors, graphics and waining signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. Environmental Proteciion: Provide protectioq operate temporary facilities and conduct construction in ways and by methods that comply with environmental rcgulations, a.nd minimizP the possibility that air, waterways ' and subsoil might be contaminated or polluted, oc that other undesirable effccts migbt result. Avoid use of tools and equipment which produce harmful no'ise. Restrict use of noise maki.ng tools and eqwpment to hours that will minimize complaints from persons or firms near the site. TEMPORARY FACILITIES 01500-2 ' DIVISION #1- GENERAL REQUIREMENTS " 3.4 REMOVAL ; Termination and Removal: Remove each temporary facility when the need has ended, or no later than _ Substantial Completion. Repair damaged Work, clean exposed surfaaes and reglace construction that cannot be satisfactorily repaired. ' Materials and facilities that oonstitutc temporary facilities are property of the Contrador. ~ •'END OF SECTION 01500«' ~ ~ , TEMPORARY FACILITIES O1.5(}0-3 DIVISION #1- GENERAL REQUIREMEN'IS SECTION 01700 - PROJEGT CLOSEOUT _PART 1- GENER.AL ~ 1.1 RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions aad other Division-1 Spccification Sections, apply to this Section. . 12 SLnviMARY , This Sect.ion specifies administrative and procedural requirements for projed closeout, includi.ng but not limited , - to: Inspection proccdures. , Project cecord document submittaL . ; F~'iaal cleaning. i 13 . SLTBSTANTIAL CQMPLETIQN • . ~ ' Preliminarv Procedures: Before requestin.g inspedion for certification of Substantial Completion, complete the following. List exceptions in the request ; _ . - In the Application for Payment that coincides with, or 5rst follows, the date Substantial Completion is c]aimed, show 100 peroent complction for the portion of the Work claimed as substantially aomplete. Includc supporting documcnts for oompletion as indicated in these Contrad Documents and a statemcnt showing an accounting of changes to the Contrad Sum. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete coastruction, and re,asoas the Work is not complete. Submit As-Built plans and similar documents. Obtain and submit relea.ses enabling the Owner unrestricted use of the Work and access to servic.es and utilities. Complete start-up testing of systems, aad instruction of the Owner's operating and maintenance personneL Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. i Complete final clean up requirements, including touch-up pai.nting. Touch-up and otherwise repair and restore marred eaposed Cwishes. Insoection Procedures: On receipt of Contractor's punchlist in accord with AIA A2019.8, the Owner will either proceed with inspection or advisc the Cootractor of uniffled requirements. ~ The Owner will repeat inspectioa when requested and assured that the Work has been substantially completed. ' Results of the completed inspection will form the basis of requirements for final accentance. ' PROJECT CLOSEOUT r ' O].700-1 i ' i DIVISION #1- GENER.AL REQUIREMENTS , 1.4 FINAL ACCEPTANCE Prel;minarv Procedures: Before requestiuig Cwal inspection for certitcation of final acceptance and final r' payment, complete the following_ List exceptions in the request. Submit the final payment request with releases and supporting documentation not previously submitted ~ and accepted. Include certificates of insuranoe for produds and completed operadons where required.. Submit an updated 5nai statement, acr.ountio,g for final additional changes to the Contrad Sum. , Submit consent of surety to final payment Submit a final liquidated damages settlement siatement. ' Reinsnection Procedure: The Owner will reuisped the Work upon receipt of nodce that the Work, including inspection list items from earlier inspections, has been completed, except items whose completioa has been . delayed because of circum.stances acceptable to the Owner. Upon completion of reinspedioq the Owaer will prepare a certificate of final acceptance, or advice the r Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. If necessary, reinspection will be repeated. Submit proof of acceptanoe by gov9ernmental or utility entities where off-site work is to be owned, operated or maintained-by same. 1.5 RECORD DOCLJMENT SUBMITTALS 'GeneraL• Do not use record documenGs for construction purposes; protect from deterioradon and loss in a secure, fue-resistive location; provide access to record documents for the Owner's reference during normal working hours. Record Drawings: Maintain a clean, uadamaged set of blue or black line white-prints of Contrad Drawings , and Shop Drawings. Mark the set to show the actual installation where the instaIlation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fiilly and _ accurately, where Shop Drawings are used, record a cross-reference at the correspondi.ng location on the Contract Drawi.ngs. Give particular attention to concealed elemeats that would be difficult to measure and record at a later date. Upon completion of the work, submit Record Drawings to the Owner. Record SpeciGcations: Maintain one complete copy of the Project Manual, including addenda, and one copy of ; other written construction documents such as Change Orders and modiiYCadons issued in printed form during construction. Mark these documents to show substantial variations in actual Work performed in compari.son with the text of the Specifications and modificadons. Give particular attention to substitutions, selecxion of options and similar information on elements that are concealed or cannot otherwise be readily discerned later - by duect observation. Note related record drawing information and Product Data , Upon completion of the Work, submit record SpeciGcations to the Owner. _ PROJCCT CLOSEOUT O].700-2 - - DIVISION #1- GENERAL REQUIREMENTS PART 2- PRODUCTS (NOT APPLIGABLE) PART 3 - EXECLJTION (NOT APPLICABLE) - ««END pF SECTION 01700«« ~ ; PROJECT CiASEOUT 01.700-3" i DIVISION #1- GENERAL REQUIREMENTS ' ' SECTTON 01740 - WARRANTY PART 1- GENER.AL 1.1 RELATED DOCLJMENTS Drawings and geaeral provisions of Contract, including General and Supplementary Coaditions and other : Division-1 Spuification Sedions, apply to this Secxion. , 1.2 SUMMARY - This Section specifies general adcninistrative and procedural requirements for warranty required herein. Refer to the General Cond.itions for terms of the Contrador's warranty of workmanship and materiaLs. General closeout requiremeats are included in Section "Project Closeout" ~ Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warraaties do not relieve - [he Contractor of the warranty on the Work that incorporates the produc.ts, aor does it relicve suppliers, manufacturers, aad subcoatractors required to countersigaa special warranties with the Contrador. 13 WARR:ANTY REQLIIREMENTS Related Damaees and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed aad replaced to provide access for correctioa of warrantcd Work Reinstatement of Warranty. When Work covered by a warraaty has failed and been coneded by replacement or rebuildin.g, re'unstate the warra.nty by written endorsement. The remstated warranty shall be equal to the origi.nal warranty with an equitable adjustment for depreciation. . Term: Provide a 1-year materials and workmanship guarantee on all work. Renlacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to aa acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has bcnefited from use of the Work through a portion of its anticipated useful service life. Owner's Recourse: Written warraaties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, nght and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such othcr duties, obligations, rights, or remedies. 1..4 SUBMtTTALS Submit written warrantv to the Owner prior to the date certified for Substantial Completion If the Certificate of Substantial ComPletioA designatcs a commencement date for warranty other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warra.nty upon request of thc Owner. WARRANTY ni7nn , I?iVISION #1- GENERAL REQUIREMENTS PART 2 - PRODUCTS (NOT APPLtCAB1,E). ' PART 3 - EXECUTIUN (NOT APPLICABLE). *'END OF SECTION 01740•s WA.RRANTY 01.740-2 02100 SITE PREPARATION - PART 1.0 GENERAL s _ This work shall consist of, but is not limited to, the removal of existing asphalt, vegetation, earth, and other obstructions necessary for the completion of the work specified hereafter. ; 1.1 INCORPORATED STANDARDS The following Standard Specifications and Regulations are fully incorporated herein as part of the specifications for this section: e Division 2 of the 1991 WSDOT/APWA Standard Specifications for ~ Road, Bridge, and Municipal Construction as amended by Spokane County Department of Public Works. 1.2 OPEN BURNING , The open burning of residue resulting from land clearing is restricted by Chapter 173-425 of the Washington Administrative Code. No commercial open burning shall be conducted without authorization from the Washington State Department of Ecology or the Spokane County Air Pollution Controt Authority. 1.3 WASTE DISPOSAL Debris shall be hauled to a waste site obtained and provided by the Contractor in accordance with Section 2-03.3(7)C of the referenced specifications. 1.4 MEASUREMENT Material will be measured in its original position, by cross-sectioning or through the use of digital terrain modeling survey techniques. PART 2.0 WORKMANSNIP 2.1 PAVEMENT REMOVAL _Where shown in the plans or where designated by the Engineer, the Contractor shall remove approximately 75 square yards of pavement. The approximate thickness of the pavement is 2 inches. 02100 1 10/93 i Prior to removal, the Contractor will use a vertical sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The removed pavement shall become the property of the Contractor and shall be removed from the project. Damage caused to portions of the pavement to remain, due to the , Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. END OF SECTION ~ 02100 2 10/93 - I 02500 PAVING AND SURFACING PART 1.0 G EN ERAL This work shall consist of, but is not limited to, the construction of roadway surfacing, paving, patching, curb, gutter and sidewalk for the - extension of Third Avenue. All work must conform to Spokane County . standards. , 1.1 INCORPORATED STANDARDS The following Standard Specifications and Regulations are fully incorporated herein as part of the specifications for this section: , _ • Divisions 5, 8 and 9 of the 1991 WSDOT/APWA Standard Specifications for Road, 6ridge, and Municipal Construction. , - ~ PART 2.0 MATERIALS . . . Materials used shail meet the requirements of the referenced - specifications. ' 2.1 RESTRICTIONS ON RECYCLING OF ASPHALT CONCRETE PAVEMENT The use of recycled material in the asphalt concrete pavement for wearing course in the travelled lanes on this project will not be permitted. PART 3.0 WORKMANSHIP 3.1 TESTING AND ACCEPTANCE Spokane County will perform testing and inspection of the roadway improvements. Contractor shall reimburse Spokane County for testing ' and inspection charges incurred during the course of this project. For asphalt concrete classes A,B,E,F and G, where paving is in the traffic . lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted . course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of 92 percent of the maximum density as determined by WSDOT Test Method 705._ The level of compaction ; attained will be determined as the average of not less than 5 nuclear •density gauge tests taken on the day the mix is placed (after completion 02500 1 1 O/93 t of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot wiil be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shali be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. r Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. At the start of paving, if requested by the Contrac.tor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). Following determination of compactibility, the Contractor is responsible , for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactible. - , Asphalt Concrete Classes A, 6, E, F and G constructed under conditions -other than listed above shall be compacted on the basis of a test point - evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The . number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. ~ In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compacting of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. ,3.2 SMOOTHNESS REQUIREMENTS Provide that the completed surface shall not vary more than 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. END OF SECTION ' 02500 2 10/9 3 ' 02570 WATER DISTRIBUTION SYSTEMS PART 1.0 GENERAL SCOPE This work shaii consist of the construction of water supply lines, valves, . fire hydrants and other incidentai items necessary for the complete installation of the domestic water supply system on Third Avenue. Ali work, where applicable, must conform to the current AWWA and local ~ standards. 1.1 INCORPORATED STANDARDS The following Standard Specifications and Regulations are fully incorporated herein as part of the specifications for this section: • Division 7 and 9 of the 1991 WSDOT/APWA Standard Specifications for Road, Bridge, and Municipal Construction. , PART 2.0 MATERIALS _General: Material types, sizes, and classes will be as shown on the Drawings or as specified. Pipe, fittings, and appurtenances for water lines are standardized and shall be equal to or better than the following. 2.1 WATER MAIN The water main is to be of ductile iron Class 50 AWWA or C900 150 Class AWWA PVC water pipe. All water main materials must be new. 2.2 FITTINGS Fittings for the various kinds of pipe shall be ductile iron cement mortar lined conforming to the requirements of AWWA C110 and shall have connections compatible with the kind, size and class of the pipe being used, and of the type shown on the plans. 2.3 GATE VALVES Gate valves shall have resilient seats. Resilient seat gate valves shall - comply with AWWA Standard C509 specifications which provide for , _ cast iron body with non-rising stem, two inch operating nut to close when turned clockwise and arrow on operating nut to show direction of ` closing. 02570 1 10/93 2.4 VALVE BOXES - A. Fire Hydrant Valve: Cast iron valve boxes shall be Tyler 6850-60 top with covers (marked water), the Tyler 6855 (screw style) bottom with siip type for four feet of cover with bottom section 36 inches and top section 16 inches. B. Service Line Valves: Cast iron valve boxes shall be Tyler 6850- ~ 609 top with covers (marked water) and curb box purchased from Modern Electric and Water Company. 2.5 TRACER WiRE ~ The Contractor shall furnish and place magnetic tracer wire (6 gauge) approximately two feet above PVC water lines and shall extend its full length. Ali costs to furnish and place tracer tape shall be considered incidental. 2.6 THRUST BLOCKS ~ Thrust blocks or M.J. Megalug shall be installed at all horizontal or vertical bends of 22 1/2 degrees or greater and at all tees. Precast concrete thrust blocks can be furnished by Modern Electric Water Company. Modern Electric Water Company will charge the Contractor for furnishing the precast btocks. M.J. Megalugs must be installed - according to the table below. , :.~:~:~:N::<.~: . . . ...~.:.........r ~.<r.~.. • ~r.. r: r::.: ~r r. } k. ; ~ ..}n hxi : i};r.,t•x;:y:a•:: >::i[Cy-:; -j'>::' ~ > :y ~+o: . 7;~;..~;.,>.wn;{-;.;. <":::'<:::'::;-: r'::::;~::=::2=:::`.=:::;:~:;=r < v: - r.,r; , rS,: .r,y~,~.._k ~ . s't",~xr.:_::. ~:`~..r£~..t:•~•r::. • . .........,.;~:;r.;rr;r::• r....~r;r.. ;r'ti~r~x....:t... • • . - ..,f.t.r..ti ...~......~.,k.......is:.r , ~ w.::......,_ .:2 . . • • - • r ~ ...~~~•r: - . _ . . r ~ "r r. ~ '+'ir ~..i>f:: -}'•vi}} . " " -i ' : ' r. ~~y :•:::'r"'•"..:: r . rv'`r ,f ti• ti• :?•7C•: i: S:{•.'•ii:~ ~Y: r::~: R . n.~. ~ ~~,~.~ix.•'.~ . . .Y : :?h ..............r........ . • Sv}}{.'.R<:~"~`•x'~ ~f:. h . ~"+~i'i.'i - ~ ~ . . . . . ~~~f:~>:~::... ...~:..«:.r:.::.:... . titivT>.y4r.Ati: 1 v. rti~++~:r ~{x ' ...v ~i~bf~}$:,ii}r•5,;v••}i.Y{:.}.::: ...r..........r. w::r-:._.:::::::""r".~:: v::::::: :•:?::'Sv. ~:4.~ :4..^%?~.'...f~~.{. : .r"~J?'~i:~~+r 1""'.::: . . . i ~ ~ NUMBER OF FULL , LENGTHS EACH WAY , FITTINGS AND PIPE SIZE LOCATION 18" 12" 8" fi" 4" 90° BENDS TEES & CROSSES VALVES 6 6 5 4 3 DEAD ENDS . 11 1/40 BENDS 2 2 2 1 1 22 1/2° BENDS 3 3 3- 2 2 450 BENDS 5 5 4 3 3 - 02570 2 10193 : - ' 2.7 FIRE HYDRANTS ; Fire hydrants shail comply with AWWA specifications with a 5 1/4" MVO, 1 1/2" pentagon operating nut open left, with (1) 4 112" NST steamer port, (2) 2 1/2" NST hose connector. Fire hydrants shall have ; a 6" mechanical joint base. There shall be a minimum of 18 inches vertically from final ground line to bottom of ports. M.J. Megalugs can be substituted for tie rods and concrete blocking. Modern Electric Water ; Company has standardized on three hydrants which are the B-62 American Darling, 929-T M& H, or the current model Mueller. The _ Contractor shall install one of the above on this project. ; 2.8 PRESSURE TEST EQUIPMENT The Contractor will provide the necessary equipment and materials required to perform the pressure test. This item is considered incidental to the work and there will be no specific compensation for pressure testing. The equipment will include but not be limited to the following: - Clean barrel or similar container for test make-up water. , Pressure gauges of proper range. Hydraulic force pump, suitable hose and suction pipe as required. ` 2.9 DISINFECTION The Contractor will provide all equipment, material and labor necessary to properly disinfect and test the completed work. This item is considered incidental to the work and there will be no additionat compensation for disinfection. 2.10 CONTRACTOR'S RESPONSIBILITY FOR MATERIALS Responsibility for material furnished by the Contractor: The Contractor shall be responsible for all material furnished by him. All such material which is defective in manufacture or has been damaged after delivery shall be replaced by the Contractor at his expense. Responsibility for safe storage: The Contractor shall be responsible for the safe storage of all material furnished to or by him and accepted by him until it has been incorporated in the complete project and accepted by the Owner. 02570 3 10/93 PART 3.0 WORKMANSHIP Water line constructed under this Contract will connect with and be an extension of the existing water distribution system. When connection of new work to existing facilities is required, Contractor shall plan and arrange his work to keep shutdowns and service outages to a minimum. Such outages shall be made only at prearranged times. Contractor shall have a full and adequate crew of workmen available when such' connection is to be made and will pursue the work diligently and continuously until service is restored to all water users. All shutdowns shall be scheduled a minimum of 48 hours in advance with the Water District. Contractor shall notify all customers whose service is to be interrupted by this work. 3.1 PROTECTION OF EXISTING UTILITIES - The Contractor shall take all precautions necessary against any interference or damage to the utilities and shall be fully responsible for any damage resulting from his operations to any public property or to any private property by reason of breakage of any water, electric power, gas, telephone lines or cables or any other utility not specifically mentioned herein. The Contractor shall be responsible in notifying, paying for, and coordinating his work with One Call service at 456- 8000. 3.2 SAFETY , All work shall be performed to comply with all County, State and Federal . safety regulations. Barricades, signs, guards and warning lights shall be installed around the construction site as necessary to protect persons from injury. On projects in which trench excavation will exceed a depth of five feet, the State requires adequate safety systems for trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49 RCW. 3.3 TRENCH EXCAVATION, BEDDING, AND BACKFILL Trench excavation, bedding, backfill, and compaction will be done in accordance with Section 7-10 of the 1991 WSDOT/APWA Standard Specifications for Road, 6ridge and Municipal Construction, Spokane County Specifications, and Spokane County Standard Plan U-19. 02570 4 10/93 The trench excavation shall be made to sufficient depth to afford a minimum cover of four and one half (4 1/2) feet from finished grade to top of water main. Any excess material and large boulders not suitable ~ for backfill shall be removed from the site by the Contractor and he shall make his own arrangements for their disposal. Any damage incurred ; during -backfilling operations shall be repaired by the Contractor at no expense to the Owner or Modern Electric Water Company. The sand shall be placed in the trench and then distributed by hand so no less than 6" of thickness is above the top of the pipe, prior to - backfilling with native material. The Contractor may elect to apply sand at a rate greater than shown above in order to reduce his labor cost in - the trench. The Contractor will be responsible for compaction of all watermain excavation. The compaction shall be in accordance with current , Spokane County specifications. ~ 3.4 PIPELINE SEPARATION All domestic water pipelines are subject to minimum separation distances from sanitary sewer lines, and installation specifications of the Spokane County Health District. No other utility may be installed in the ' watermain trench. There will be a five foot (5') minimum separation between water and underground power. 3.5 HANDLING MATERIAL Proper implements, tools, and facilities shall be provided and used by the Contractor for the safe and convenient prosecution of the work. All pipe, fittings, valves, and hydrants shall be carefully lowered into the trench in such a manner as to present damage to the pipeline materials and protective coatings and linings. Under no circumstances shall pipeline materials be dropped or dumped into the trench. 3.6 CLEANING PIPE AND FIITINGS Interior surfaces shall be wiped clean and dry, free from oil and grease before the pipe is laid. 3.7 PLACING OF PIPE IN THE TRENCH , Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying crew 02570 5 10/93 cannot put the pipe into the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, tightly woven canvas bag of suitable size be placed over each end and left there until the connection is to be made to the adjacent pipe. During the laying operations, no debris, tools, clothing, . or other materials shall be placed in the pipe. Between each shift, pipe ends shall be plugged to prevent any objects from entering. 3.8 ALIGNMENT ~ Pipelines intended to be straight shall be so laid, and in no case shall a ~ deviation from the straight line at any joint exceed one inch. 3.9 UNSUITABLE CONDITIONS FOR LAYING PIPE ~ No pipe shall ever be laid in water or when, in the opinion of the • Engineer, trench conditions are unsuitable. ' 3.10 PREVENTING TRENCH WATER FROM ENTERING PIPE , At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other approved means and no trench water shall be permitted to enter the pipe. These provisions shall apply during the noon hour as well as overnight. If water is in the trench, the plug shall remain in place until the trench is pumped completely dry. 3.11 BELL END TO FACE DIRECTION OF LAYING Unless otherwise directed, pipe shall be laid with bell end facing in the direction of the laying, and for lines on an appreciable slope, bells shall face upgrade. 3.12 PERMISSIBLE DEFLECTION AT JOINTS Wherever it is necessary to deflect pipe from a straight line, either in the ; vertical or horizontal plane, to avoid obstructions or plumb stems or where long-radius curves are permitted, the amount of deflection allowed shall not exceed the manufacturer's recommendations. Sufficient trench width shall be provided to allow pipe assembly in a straight line before deflecting the pipe to its final position. 02570 6 1 O/93 3.13 BELL-AND-PLAIN END PIPE ; After a length of betl-and plain end pipe is placed on the trench, the plain - end shall be centered in the bell and the pipe forced home and brought _ to correct line and grade. The pipe shall be secured in place with , approved backfill material tamped under it, except at the bells. Pipe and ' fittings which do not allow a sufficient and uniform space for joints shall be removed and replaced with pipe and fittings of proper dimensions to ~ insure such inform space. Precautions shall be taken to prevent dirt from entering the joint space. 3.14 CUTTI NG , The cutting of pipe for inserting valve, fittings, or closure pieces shall be ; done in a neat and workmanlike manner without damage to the pipe or lining and so as to leave a smooth end at right angles to the axis of pipe. 3.15 SETTING VALVES AND FITTINGS , Valves, fittings, plugs, and caps shall be set and jointed to pipe in the manner hereinbefore specified for cleaning laying, and jointing pipe. 3.16 VALVES AND VALVE BOXES Before installation, carefulfy clean valves of.all foreign material, adjust stuffing boxes, and inspect valves in open and closed position. Install valves in accordance with the applicable portions of these Specifications. Unless otherwise indicated, install valves with the stern vertical. Mount horizontal valves in such a manner that adequate clearance is provided for operation. Installation practices shall conform to manufacturer's recommendations. A cast iron valve box shall be provided for every valve which has no gearing or operating mechanism or in which the gearing or operating mechanism is not fully protected with a cast iron grease case. Valve boxes shall be two piece and adjustable to grade, 5-inch I.D. with a slip . top section without dirt flange on bottom. Boxes shall be aligned vertically along center line of valve operating nut. Similar to Rich 926 (C) or equal. The valve box shall not transmit shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve with the box cover flush with the surface of the finished pavement or such other level as may be directed by the Engineer. Cover shall have the word "WATER" 02570 7 10/93 in raised letters. Where valve location falls at the edge of pavement, - pavement width shall be extended so that a minimum of six inches of- pavement surrounds each valve box in roadways. . 3.17 ANCHORAGE - On ail pipelines 4 inches in diameter or larger, all tees, plugs, caps, and bends and other locations where unbalanced forces exist shall be , securely anchored by suitable thrust blocking as shown on the plans and hereinafter specified. Reaction or thrust blocking shall be placed as shown on the plans and _ shall consist of concrete as hereinbefore specified. Blocking shall be placed between the undisturbed ground and the fitting to be anchored. The quantity of concrete and the area of bearing on the pipe shall be as ' shown on the plans or as directed. The blocking shall be so placed that, unless specifically shown otherwise on the plans, the pipe and fitting joints will be accessible for repairs. . 3.18 SURFACE RESTORATION Surface restoration shall be done in accordance with Divisions 5 and 9 of the 1991 WSDOT/APWA Standard Specifications. Asphalt patching on Washington Avenue shall consist of 2 inches of Class 6 asphalt ' overlaying 6 inches of crushed surfacing top course. 3.19 DISINFECTION OF COMPLETED PIPE LINE Before being placed in service, and before certification of completion by the Engineer, all new water systems, or extension to existing systems, or any replacement in existing water systems, shall be disinfected , according to AWWA C651-86, with the exception of the table method, and current standards of the Washington State Department of Health as -hereinafter expanded. Disinfection will be prior to pressure testing of the - system. ; Flushinq: , 1. Before disinfecting, all foreign matter shall be flushed from the pipe lines. The Contractor shall provide hoses, temporary pipes, , ditches, etc., as required to dispose of flushing water without damage to adjacent properties. Pipe flushing velocities shall be at least 2.5 fps. For large diameter pipe where it is impractical or impossible to flush the pipe at 2.5 fps velocity; the pipeline shall 02570 8 10193 - . be cleaned in place from the inside by brushing and sweeping, then flushed at a lower velocity. 2. Where facilities are available, a scouring velocity of four feet per _ second is recommended. The following table lists openings required to develop velocities. ~ .....>~>.:~:.~..h.~......::~-_-::::-::_:.:_:_::::..::~.:~.:~:.~ . ..............~~1.~.1 _ .•...k..h...L.K~~f~ ~ff:!•.. _ .._.:....::1:::::: •YN• ! L L .1. ~ ..:.111:•t:•::.•... • . _ _ ~L• i~ ~ ...5/.Y L{Y . .1 l. l.Yl.•: l.'f:.•.~.: ~vi.:ti i:•:•}i:: i::•:?ti•::::::ti•IX{!' J~~ ::.:•f~•i:. ' ~ . .............~.ti •vx: . ry ti•. v,r,' . •v. ~r::.~. . rL:{{rr.~;i.?}>}} . r•': ' : . w rr : : y... r. ~r rr. r.. ; r.... . "...........ti ti ..i• :~v~/'xY~.•.•:: [ n 'Ltvi:'vvi:•Y{~i~{:~v:{r~'r"'}}}::}:::•:i•:v::: ~t':: : : { ~ '"v%S:ti :C~+. n'tiY+:' }?:<4??:•: : • :^;r{ .;:.:4}}.:?•:: :::•::::.:r. '•"r"'r" ' ' ~ .i 'w::::: f:::.;...Y,..; : ~i . •r'-rrr"rr'' ~ : ,k. EQ~IR~Q..OPENIN:GS~:::'x'~:~ ~ _:SH .-'~?IPEC1~IIES~::~..:~:.:.~.~.:t.w~.. : . ~.•..•.~.r,.vrf~ . x::::• < : ti, .ti.. r v:~ • : . . . x.. :....~n>.,rr:: :-•::•:::-::•::::•::•::•:•::_.,,__•~.r.:~...~ N „~.r.~. ~~kkmk..~...x • {Y ; ~'r~':{::•:`~i::'r$'r::$'r:-'-.:.: ...:::::.:'rr""• .1 . ::•.i~...... k r . . ..ti . ..::n ~i:tiv:""•:i:""""'•"•.i•.i.::.:::`~:i'•.ri:~:.':~vr"r~~~.. . . ..i r.-.....~.~:.:_.~:.:~:::.~::::.~ . . . .v: Sr.•. . . . ~ti • •.•r~ :?::•~rr~ :•::::."'r' . . . ~ {ti..... VJ:: t.'f:1::: •.Y:':: • • ~'.'..•.•.•.ti'.{`}........... _ " t:.'.:\': i.:'}.•~•~ L'.. . • •.'l.:•::.::•.•.'.ti....... ~ti•l L.~{ • •:.L . Y i i • ' . ~ :.J::::: :•:.':f V.••.'. ~ ~ . . . • .........J:.L•J.l.~ . J`.•'..`~'}......... : . : 1... ::fJ:X•::::.: ~ . r4 _:PSt~PR~SSI.tRE :»:~-~xxv:v: . . . . . . . . . ....t..... :r . . . :._>:.::.:.L::.:A? :f..: :r ~ v: v: r:~:...r . .......;,-.~..,v.,rn.. 4? ..n..~...r... 9:ti .Gri"'~.C:7:; "'•----:'t_t•-.. . t • .....-'_.._..'..:NJ:::l••::1.•::....Yl.'::l:f:t. :.~........:::.~:::.~::.:~:l.~•:~:`.{L .............'...1.t:~`. .•..._•:::~::•i.•~:::i.•::::.~:::::.~.:tt.:.:~JNhtihl.f 11r.1..V..:«}::':•t.•:•:.:•:::::i..~::.~.•.' ~ ; 2.5 FPS FLUSHING VELOCITY 4 FPS FLUSHING VELOCITY _ HYDRANT HYDRANT OPENINGS OPENINGS PIPE SIZE FLOW ORIFICE NO. SIZE FLOW NO. SIZE (INC.) (GPM) (IN.) (IN.) (GPM) (IN.) 4 100 15/16 1 2.5 160 1 2.5 ~ 6 220 1-3/8 1 2.5 350 1 2.5 8 390 1-7/8 1 2.5 630 1 2.5 10 610 2-5/16 1 2.5 980 2 2.5 12 880 2-13I15 1 2.5 1400 2 2.5 14 1220 3-1/4 2 2.5 1930 3 2.5 16 1565 3-5I8 2 2.5 2510 3 OR 2.5 4.5 1 18 1980 42/15 2 2.5 3180 3 OR 2.5 4.5 1 Prior to chlorination, all dirt and foreign matter shall be flushed from the line. Water shall then be fed slowly into the new line with chlorine applied in amounts to produce a dosage of 25 mg/I. Treated water shall be retained in the pipe for at least 24 hours. A residual of not less than 10 mg/I shall be produced in all parts of the line after the 24-hour period has elapsed. ~ Chlorinatinq AQent: The chlorinating agent shall be either a liquid chlorine gas-water mixture, sodium hypochlorite, or a calcium ~ hypochlorite and water mixture. Chlorine gas-water mixtures shall be ~ . ~ applied by means of a solution-feed chlorinating device. Calcium 02570 9 10193 hypochlorite shail be similar and equal to commercial products known as H.T.H., Perchloron, or Maxochlor. - ~ A solution consisting of 5 percent powder to 95 percent water by weight should be prepared. The caicium hypochiorite and water mixture, first made into a paste and then thinned to a slurry, shall be injected or pumped into the newly laid line under the conditions specified hereinbefore. ~ . The method of placing concentrated quantities or commercial disinfectants in the line as it is being laid is not a satisfactory method of sterilization and will not be permitted. _ During the chlorination process, all valves in the main line and service line corporation stops and meter stops shall re-open after chlorination, the water shall be flushed from the line at its extremities until the water tests are equal chemically and bacteriologically to those of the permanent source of supply. ~ Table IV shows acceptable chlorine bearing compounds and solutions necessary for an initial 25 mg/I application. These should be used as minimum quantities. . . . . . ...:~~•...j..:.::.~.Y.~:.L'.LY:.•.•.'.Y.'.Y.4'•:'l..:t~ •.\..~..'tY:J... ....Yt.~.::.'.. . 4 J. , ~ . . ~ ~ ~}.•k•.L:~:L,•. VAti':':ti•fJ: f:•~:.}~ • .YJ : ;.y:.~ :v.v :v: ••.~:v::~•nv: v~v.w...r . ,I.~v~~.~:}n•r.t+ . ~^.4:.::4.v.4?'4?:4}:vT•:v?};????'rT:???iih~:???::: ' . .ti........ . . .F <;:.x:rcv:} . .~'}i. . ............"""'ti"'.}:.r.: • ........................;.}i}.::l.vJ.::ln•n:~:: •':•f:'.v. ..f..L~f ~ ~}1•::::.5:•::: •T:l.~l.•!.•l:::lr:l:! :Kfi:tiv}.:;k?~j~L:2. . r.~.. . . . . .r .r 1 x ~i!{ ...y;ti`.... . _ 4i.~}:•iiv: :•..1{. ' " _r .r /~.~j • : : r~'.~•. . . •:::........::.1:•.'.~.~..1~....... ....t. .1..ti....4....... : i ~ r..... . :••:Y•:•'•:.'•fl~'::`.::::::.' :::1:_l•: YI.:MtI... •.:M : •fM.JX.l::.~: •::::Jf.•Jh•!:: . :'.::.:•:1.':.:.". . . . . . f...: : ;W~.}Yf.•(.Y•}. 1. ~ • . . . . . . . A'.ti~' 1µ•f.K h ' . . , r. ~<?'mf.:~x;ti.;.,:,-....,.ti.ti..:::::•: • " ' ' - . ~.:::..:s ~•:~••::,.•..~•...::....~h.~.....::>.,r..>bkL,....n , . <:~::~i:::::•=::~ .q....ti..r.. . : ::rc: a~H04~ ~ V . ..:::..........1.;; .ti.............:..... , ~:r.:::::::.~::::::::.:::•-::::::::•r~.r . ,~~K2%;~?••:r L . ~!::•.e•:o:r;t. ..'f.•}.~.1..1...~ . •..L.. :•.....l... ...........•........1.~•~.~.'.•.•.'.'.......Y:l:t.\V::::':.••.::•.•:•.•.•.{`.::Y::: ::•:J.':::•:::tft. . _ _ . . . . . . • . . •.............:...LY.W:.'.111_~.:~.::"..V.V.Y.'l.'!.`.'.l . ' • i I GALLONS AMOUNT REQUIRED TO GIVE 25 MG/L CL PER 100 ' PIPE PER 100 FEET OF PIPE LENGTH SIZE FT. (IN.) LENGTH A B C D E ' , 4 65.3 0.014 L6 0.02 LB 0.04 LB 0.03 GAL 0.01 GAL ~ 6 146.5 0.031 LB 0.05 LB 0.09 LB 0.07 GAL 0.02 GAL - 8 261.0 0.054 L6 0.08 LB 0.16 LB 0.12 L6 0.04 GAL , 10 408.0 0.085 L6 0.12 LB 0.24 LB 0.19 GAL 0.07 GAL 12 588.7 0.120 LB 0.18 LB 0.35 LB 0.28 GAL 0.10 GAL A- 100% Chlorine B- High Test Calcium/Sodium Hypochlorite (65-70% CI) C- Chlorinated Lime (32-35% CI) ~ D- Liquid Laundry Bleach (5.25% CI) E- Concentrated Liquid Bleach (15% (CI) 02570 10 1 0/93 - i--I 3.20 PRESSURE TESY`li1lG {)F THE SYSTEM ' Pressure leakage tests shall be made on ail newiy laid pipe and service Iine. The ..rontrac:tor ,sha} [l #urnish aIl nec.essar,r equipmen# i and material, _ make all taps in the pipe as required, and conduct the tests, The Engineer wi[[ monitor one pressure test vn each sectivn [ine at the Owner`s expense. Any necessary additiona1 test wEil be monitared ~by the Engineer at the Contractor's expense. The test shall be conducted after the trench has been partially.backfi[led with the joints iefit exposed fof inspection, or when completely , backfilled, as permitted by the Engineer. Where any section of pipe is - provided with poured in place cvncrete reac#ian blocking, the test shaII not be conducted urotil at least 7 days Y~ave elapsed after the concrete ' thrust blocking is installed. If high-early cement is used for the concrete - thrust 6lvcking, the time may b+e cut to twa days. ~ The pressure #est shall be canducted in the €ollowing rnanner unless othervrrise appcoved by the Engineer: 7. After the trench has been hackfilled ar partia[ly backfilled, a[l air shall be expelled from the system by slowly filling the pipe with ; 3rvateF. Yhe pipe shall be filled a minimum of 24 hours prior to ' conductin9 the test. ; 2. The pump shaU be connected #o the pipe in a manner satisfiactory tn the Engineer, and the pressure in the systern raised to 150 psi $t the lowest point in each valved section. The pump shall thren be valved off and the pressure held for a period of not Iess than 30 minutes. 3. At the end of the test period, if there are leaks, the Contractor - shall cvrrect them and retest until satisfactoty results are - achieved. 3.21 TRENCH CLOSURES ' No trenches may be backfilled prior to as-buiit measurernents, elevations, , and review by Engineer. Ali tests requiring rrisuaj examination must be completed prior tv backfilling operations. ; 02570 11 10193 ~ - - ~ 3.22 WATER MAIN LIABiLITY ' The liability for maintenance, repair, and service of all developer furnished water main installation including all main line and main-line . valves, fire hydrants, valve boxes, water service lines and any material incidental thereto, shall be and remain the sole responsibility of the developer -for a period of one year following the completion of a satisfactory installation according to the specifications and requirements of M.E.W.Co. All maintenance, repairs, and/or related work on said water main installation during this period shall be under the supervision of M.E.W.Co. and/or its designated Engineer in accordance with , M.E.W.Co. Specifications. At such time as the water main installation ;has been completed, tested and accepted by the M.E.W.Co. Engineer or his designated representative, the developer shall execute a good and -sufficient document of conveyance to transfer the ownership of the ' water system to M.E.W.Co. Said conveyance shall include any easements, appurtenant to or required to service and maintain said water main extension. END OF SECTION , . : 02570 12 10/93 i 02700 SEWERAi7E AND DRAINAGE PART 1.0 GENERAL - This work shall consist of, but is not limited ta~ the construction at sewer lines, drywells, and other incidenta[ items rrecessary for the CompIete InStaIIati{]17 of SeWer aIld draInage fa+C=lit[eS Ol'I iThICd AlfeflUe. I-, All work{ where applicab[e, must ~conform ta the current APWA and loca1 standards. , INCORP+aRATEE] STANDARDS 7he fallawing Standard Specificatians and Regulations are fully , incvrparated herein as part vf th+e specificativns fvr this sectian: , • Division 7 and 9 0# the 1991 1lVSDOTiAPWA Standard ' Speci#ications for Raad, Bridge and Municipai Construc#ion as _ amended by the Spokane County Pub1ic Works Department. - -,I PART 2.0 MA1~ERIALS 2.9 PVC SEV4IER PiPE J Polyvinyl chlaride pipe shall conform to the requirements of ASTM D3034 S[]R35. i; 2.2 FITfINGS Fittings shall confarm to Section 9-05.12of the referenced standard ~ ' speciIfications. 2.3 GEOTEXTItE FILTER FABRIC - Fiiter fabric for drywell shall be ►4MOCD #4545 ve approved equal. , PART 3.0 WORIC111[ANSHIP I~ 3.1 PROTECT1ON OF E7{ISTINC 41TILITIES - The Contractor sha[i take aII precautions necessary against any interference ar damage to the utrlities and shali be fully responsib[e fv~ any damage resulting from his vperations ta any publac property or to any private property by reason v# breakage of any water, eleutric pnwer, _gas, telephane lines or cables ar any nther utility nvt specifacally • 02700 i 10f93 i _I ~ I mentioned herein. 7he Corrtractor shall be responsible irr natifying, paying for, and coordinating his wvrk with One CaCf service at 456- SO00. ~ . 3.2 SAFETY ,i All work shall be performed to comply vwrith a11 County, State and Federal safety regulations. Barricades, signs, guards and warning lights shall be installed around the construction site as necessary #a prntect persons - from injury. C]n projects in which trench excavativn will exceed a depth of five feet, the State requires adequate safety systems far trench excavation that meet the requirements of the V11ashington Industrial Safety and HeaIth , Act, Chapter 49 RCW. - 3.3 TRENCH EX~AVATIOCV f BEDDING. AND BACKFrLL ~ Trench excavation, bedding, and backfiil will be dane in accordance with , Section 7-17 vf the 1991 V'VSOOTIAPVIa'A Standard Specifications fvr Road, 8ridge, aRd Municipa[ Construction and Spokane County Standard _ Plan Sheet U-1 9. - Any excess rnateriar and large boulders not suitable for backfili shall be - removed from the site 6y the Contractor and he shall make his own arrangements far their disposal. Any damage incurred during backfilling operatians shall 6e repaired by the Contractor at nv expense to the Owner. - , T414 ~ontraLLo1 F11ill be iea7pVfl+7ible fVr VVIIIpVVLiV1+ of all G1LLStvUlions• _ The compaction shall be in accordance with current Spokane Counfiy - l specifications. 3.4 SANITARY SE11VER Sanitary sev►rers shall be cvnstructed in accardance with Section 7-17 of the referenced speci#ications as amended by the Spokane County ;Department of Publac 11'llorks, - ~ 3.5 CLEANING AhfD T~~~ING. Cleaning and testing of sanitary sewers will be done in accordance with i Section 7-17.3(4) vf the referenc+ed standa'rd specifications, . 02700 2 i o/s 3 . ; 3.6 DRYWELL Drywell shali be supplied and instalied in aceardance with Spokane County Standard Plan Sheets B-1, B-2, and B-3. Geotextiled fiater fiabric is to be irrstalled around the barrel and between the drain rock and the . adjacent undisturbed matertal. r - - END OF SECTION ~ . - ~ ~ ~ ~ 02700 3 10/93 ; 02930 HYDROSEEDING ~ PART 1.0 GENERAL Where shown in the plans or where designated by the Engineer, the Contractor shall perform hydroseeding, mulching, and fertilizing operations. 1.1 INCORPORATED STANDARDS The following Standard Specifications and Regulations are fully incorporated herein as part of the specifications for this section: • Division 8 of the 1991 WSDOT/APWA Standard Specifications for Road, Bridge, and Municipal Construction as amended by Spokane County Department of Public Works. PART 2.0 MATERIALS - 2.1 SEED i Grass seed, of the following composition, proportion, and quality shall ~ be applied at the rate of 40 pounds per acre on all areas requiring ' seeding within the project: Kind and Variety of Pounds Min. % Min. % Seed in Mixture Per Acre Pure Seed Germination Field Mixes: 40 95 85 (33% Durar Hard Fescue) (33 % Sheep Fescue) (33% Reubarb Canada Bluegrass 2.2 MULCH For hydroseed areas: Fiber mulch shall be Sylva Fibre. 2.3 FERTILIZER Fertilizer for hydroseeded areas shall have a 12-24-24 analysis. PART 3.0 WORKMANSHIP ' ' 02900 1 10193 3.1 SEED The Contractor shall supply and apply the specified seed at the rate of 40 pounds per acre on all areas requiring seeding within the project. 3.2 MULCN Fiber mulch shall be applied at a minimum rate of 2,000 Ibs per acre. Material shall be dyed green to facilitate visual metering during application. ~ 3.3 FERTILIZER ~ The Contractor shall supply and apply commercial fertilizer meeting ; applicable requirements of State and Federal law. Cyanic compound or hydrated lime will not be permitted in mixed fertilizers. The fertilizer formulation and application rate shall be approved by the Engineer before use. ~ END OF SECTION . i 02900 2 10193 DIVISION #3 - CONCRETC SECT'ION 03300 - GAST-IN-PLACE CONCRETE ~ PART 1- GENERAL I..l. GENERAL RE()UIREMENTS , Codes and Standards: 'AQ 301, 'Specifications for Structural Conarcie Btu"lding.s"; AQ 31,8„ "Building Code Requirements for Reinforoed Coacrete"; oomply with applicable provisions e=pt as odwswiw indicated. ~ ' Concrete Testine Service: Employ acccptable testing laboratory to petform materials tvaluation, testing, and design of concrete mixes. Contrador shall employ separate testing laboratory to evaluate concrete delivered to aad plaoed at site. Certificates, signe.d by concrete producer and Contracxor, may be submitted in lieu of material testing ~ when acceptable to Owner. -1.2 QUALTTY OONTROL Cantracxor's testing laboratory shall perform sampling and testing during concrete placemcnt, which docs include the following, as direded by Owner. This testing does not relieve Contrador of responsbUity of , providi.ng concrete ia compliancc with specifications. Coatrador may pcrform additional tc.sting as ncccssary to ensure quality of ooacrete. _ SamnlinW ASTM C 172. ~ Slump: ASTM C 143, one of test for each load at poiat of discbarge. ,Air Content: ASTM C 173, one for each set of compressive strongth specimens. Comnressive StreaQth: ASTM C 39, one set for each pour or fractioa thereof of each class of ooncrete; one speciarcn tested at ? days, oae specimen tested at 28 days, and one retained for later testing if required. When the total quantity of a given pour of concrete is less than S cu. yds., Owner may waive strength tests if Geld experience indicates evidence of satisfactory strength. Test results shall be reported in writing to Owner and concrete producer within 24 hours after tests are made. 1.3 SUBMITTALS Manufacturer's data with installation instructions for proprietary materials including reinforcement and forming ~ aGCessories, admixtures, joint materials, hardeners, curing materials, and others as requested by Owner. ~ Laboratorv test or evaluation reports for concrete materials and mi3c designs. ~ Mix Pronortions and Design: Proportion mixes complying with mix design procedures specified in ACI 30L Submit written reoort to Owner for proposed concrete milc at least IS days prior to start of work. Do not beg'tn concrete production until mixes have been reviewed and are acceptable to Owaer. Mix desien.s may be adjusted when material characteristics, job conditions, weatbcr, test results, or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Owner. CAST-IN-PLACE CONCRETE 03300-1 DIVISION #3 - CONCRETE Use air-enterine admixture in all concrete, providing not less than 4 percent nor more than 6 percent entrained air for concrete exposed to freczing and thawing, and from 2 percent to 4 percent for other _ concrete. PART 2 - PRODUCTS ~ 2.1 CAST-IN-PLACE GONCREI'E Attain a minimum compressive strcngth of 3000 psi at 28 days hfinimum cement oontent shall bo S sacks per ~ cubic yard Concrete shall be piaced and cured in aocordanee with UBC and UBC Standards. UaauthoeLzed ~ additions to tho miac s6all not be made at job site. . ~ 2.2 MATERIALS , Concrete Materials: As follows: Portland Cement: ASTM C 150, type as required.. F1v Ash: ASTM C 618, Type C or F. , Limit use of fly ash in concrete mix design not to exceed 25 percent of cement coatent by weight ' Aggegates: ASTM C 33, except local aggregates of proven durab'ility may be used when acceptable to Owner. , Water. Drinkable. Air-Entrainine Admixture: A.STM C 260. Water-Reducing Admixture: ASTM C 494; type as required to suit projed conditions. Use only ;admixtures that have been tested aad accepted in mix designs. , Form Materials: As follows: ; Provide form materials with sufficient sta6ility to withstand pressure of placed concxete without bow or defledion. , Exnosed Concrete SurFaces: Suitabie material to suit project conditions. Reinforcine Materials: As follows: Deformed ReinforcinQ Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric: ASTM A 185. I PART 3- EXECUTION - See Section 02520. - #*END OF SECTION 03300** CAST-IN-PLACE CONCRETE ' 03300-2 DRAINAGE REPORT FOR WASHINGTON APARTMENTS - VOA B 93106 Prepared by: Century West Engineering Corporation West 1124 Riverside, Third Floor P.O. Box 1905 Spokane, Washington 99210 (509) 838-3810 CWEC Project No.: 30243.011.01 QFFICIAL PUBUC DOCUMENT 5P0KANE COUNTY ENGINEER'S OFFICE 0,4January 1994 K ~ 1~ L n pan.iFCT # i~ ~.~~f~°.c,? SU-31'0171 AL 0 1 RE i URN TO COUNTY ENGINEEF TABLE OF CONTENTS PROJECT DESCRIPTION 1 . SOILS 1 TOPOGRAPHIC DATA 1 DRAINAGE BASIN DATA 1 RAINFALL DATA 2 METHODS OF DISPOSAL 2 PEAK FLOW, VOLUME AND DISPOSAL CALCULATIONS 2 REMARKS 3 APPENDIX APPENDIX A- BASIN AND INLET CALCULATIONS DRAINAGE BASIN MAP WASHINGTON APARTMENTS i 1/14/94 DRAINAGE REPORT FOR WASHINGTON APARTMENTS - VOA PROJECT DESCRIPTION The project is .91 acre parcel of land located in Tract 182 of Opportunity Tracts which will be developed into 21-unit low-income apartments. The project is located on Third Avenue, approximately 660 feet east of Pines Road and is in Section 22, Township 25 North, Range 44 E.W.M. SOILS In accordance with the "Soil Survev of Spokane Countv, WashinQton. 1968", the soils are identified and categorized as (see Figure No. 1): GgA - Garrison gravelly loam, 0 to 5%; gravelly, medium-textured, somewhat excessively drained soils formed in gravelly glacial outwash material from a variety of acid, igneous parent rock; on nearly level to moderately sloping terraces. This soil group, Garrison, is classified Type "B" soil as per Technical Release 55 and approved for drywell use as in the "Guidelines for Stormwater Management". TOPOGRAPHIC DATA The project is located on the Spokane Valley floor and sits between Third Avenue (south) and the vacated railroad right-of-way (north), the proposed valley arterial. The site is lower than both the 3rd Avenue and the railroad R.O.W. Slopes vary between 0.5% (east/west) and 3% (north/south). DRAINAGE BASIN DATA The project is split into three drainage basins. Each basin has its own grassed swale/drywell for collecting and disposing of the stormwater runoff. The following is a brief description of each basin (refer to Basin Map for graphic presentation of each basin). Basin 1 consists of the south 1/2 of Third Avenue and the undeveloped Scroggins property. There is no off-site runoff entering the site as the south side of the Scroggins property is the high point between 3rd and 4th Avenue. A grassed swale and single-depth drywell are provided to control and dispose of the runoff. WASHINGTON APARTMENTS 1 1/14194 Basin 2 consists of the north 1/2 of Third Avenue and that part of the project site south of the roof line from the apartment building (see Basin Map). The on-site area includes the parking lot, 1/2 of the roof area, and landscaped areas. The runoff from the roof sheet flows across the landscape area and parking lot to reach the swale. There is no off-site runoff entering this basin. A grassed swale and single depth drywell will contain the runoff generated by this basin. Basin 3 is the remainder of the project and includes the north 1/2 of the roof and landscaped areas. The runoff from the roof sheet flows to the swale. No off-site runoff~enters this basin. A grassed swale and single depth drywell is provided. Land uses include roof and patio area, landscaped area and a natural area which is the 30- foot set-aside area for the proposed valley arterial. RAINFALL DATA Data used is in accordance with Figure 2, page 6-3 of the "Guidelines for Sto'rmwater Management", by Spokane County Engineers. A 10-year return frequency event is used since the basins do not receive off-site runoff. METHODS OF DISPOSAL Drywells will be utilized for disposal. The grate elevation will be installed six inches above the bottom of the grassed swale to provide for "208" storage. Grate inlet calculations are provided in Appendix A. PEAK FLOW. VOLUME AND DISPOSAL CALCULATIONS A. Hvdroloav Comqutations The grassed percolation swales were sized, as a minimum, to accommodate 1/2 inch of runoff from all required surfaces within each basin. The swales will provide 6" retention depth, as called out on the plans, to allow infiltration of the collected runoff. Drywells were sized to handle total runoff flow within the final collection basin. The Bowstring method was used to analyze the runoff in determining numbers and size of drywells. B. Inlet Capacities A Spokane County Standard grate will be used on all drywells. Inlet capacities are calculated to be 1.6 CFS for a flow depth of .2 feet and 2.26 cfs for a flow depth of .25 feet. See calculations in Appendix A. WASHINGTON APARTMENTS 2 1/14l94 Inlet calculations were also completed for Type 1 and Type 2 curb inlets that provide drainage access to the three swales. To maintain a 12' travel way on each half of the street, the spread should not exceed 8'. 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'~,4•i ~ ` ~ ~;~.~..-^~~{ti, ~ ~.y• `~j ~ A ~ ♦ 1 ' 4 ~1~, ~j , . a. tr r^ ~1.,~}r S ~ , s~' ~ f -g r RY . + i ~ J~ "1 ~l' q'`J i~~. • ~ t._ „s, ' ~:1M ~a~ t t ~ . ~ a , y ~ ♦ u.'~ - ` r'~~» ~ ~ ~ j7'-~{P t t . : ]l4• ~A ( 1 Mite Scale 1: 20 000 ~ 5000 Feet (Joins sheet 84) , APPENDIX A BASIN AND INLET CALCULATIONS BASIN AND INLET CALCULATIONS LAND USE BREAKDOWN The following chart shows, in square feet, the various land uses within each basin, the areas to calculate "208" storage, and the total basin area. = - . - - . . . . . . . . ~ - ~ . . . . . - . . . . . . . , . . . : ::~:~STREETI..:~`~~ Tf3TAL~:::< ~ . . . . ~ . - . , . . . . . . : - - : . . . . : . . . ~ = . . . . - ~COi1fC: IMPER~::::;: : LAND- ~-:TOTAL:~.. . . . ..~~~C.. _ . - . - . . • . . • . . . - . . . ' - : : - • ' REEWALK. OUS:::.: S~~iPE~:~~=~:. . AREA : . . . . . . . . - - - . . . . . 1 3,310 0 3,310 1,076 4,386 14,400 18,786 2 11,634 4,276 15,910 2,840 18,750 9,750 28,500 3 0 5,072 5,072 160 5,232 9,234 14,556 CALCULATIONS : he Basin and Inlet Calculation section is arranged so that each basin is analyzed for all parameters, Peak Q and curb inlet calculations, prior to analyzing the following basin. The Type 4 grate inlet calculations follow Basin 3 calculations. WAS1iINGTON APARTMENTS 1 1/14/94 BONSTRING MElrn,u sfEN YEAR STORM DESIGN) PROJECT: B93106 TIMt ur CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: ONE DESIGN: LOGSDON Tc (overland) Tc (gutter) Areas "C" A"C NUMBER OF DRYWELLS PROPOSED DATE: 14-Jan-94 1 Single (typ 0 Double (type B) tt = 0.15 L2 = 104 0.10 0.40 0.09 Total Area (calc.) (see H1) 0.43 i1 = 47.6 0.33 0.25 0.0825 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 i2 = 12.3 0.00 0.00 0 Composite "C" (calc.) (see H1) 0.40 N(A) = 0 B= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0.016 0.00 0.00 0 Area (Acres) 0.43 s= 0.01 0.00 0.00 0 C' Factor 0.40 Tc (A) = 0.00 d= 0.115 0.00 0.00 0 Impervious Area (sq. ft.) 3310 Total A Comp "C" Volume Provided 208: 140 storm: 210 0(e) = 0 Tc (gu) = 1.25 0.43 0.40 Outflo►+ (cfs) 0.3 N(e) = 0 Tc(A+B) = 0.00 Area " C" Factor 0.17 S(B) = 0 G=C"I"A= 0.55 Tc(tot.) 5.00 Q(est.) = 0.55 q1 #2 #3 a4 a5 #6 #7 Tc (e) = 0.0 Intensity 3.18 Time Time Intensity Q dev. V in V out Storege A= 0.396088 Inc. Inc. HP = 6.8944 (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.0575 • 01"60) (A"C"#3) (Outf."a2) 0546) V = 1.38 = Tc (tota U = Tc (overland) + Tc (gutter) Tc(gu) = 1.25 5.00 300.00 3.18 0.55 221 90.00 131 Tc (overland) = tt''(l1"N/S^0.5)^0.6) A(est) = 0.55 ct = 0.15 S 300 3.18 0.55 221 90 131 L1 = Length of Overland Flow Holding = 3.71 10 600 2.24 0.39 271 180 91 N= friction fector of overland flow (.4 for average grass cover) 15 900 1.77 0.31 306 270 36 S= average slope of overland flou 20 1200 1.45 0.25 326 360 -34 Tc (gutter) = length (ft.)/Velocity (ft.fsec.)/60 25 1500 1.21 0.21 334 450 -116 B= eottom aidth of gutter or ditch 30 1800 1.04 0.18 341 540 -199 Z1 = inverse of cross slope one of ditch 35 2100 0.91 0.16 346 630 -284 Z2 = inverse of cross slope tuo of ditch 40 2400 0.82 0.14 354 720 -366 d= depth of flow in gutter (estimate, check estimate uith Flow) 45 2700 0.74 0.13 358 810 -452 Area = d"e+d"2/2"(21+22) SO 3000 0.68 0.12 364 900 -536 Netted perimeter = B"d+(1fsin(atn(1fZ1))+1fsin(atn(1fZ2))) SS 3300 0.64 0.11 316 990 -614 Hydraulic Radius = R= AreafWetted Perimeter 60 3600 0.61 0.11 390 1080 -690 Velocity = 1.486/n*R^.667"s^.5 65 3900 0.60 0.10 414 1170 -756 Flow = Velocity*Area 70 4200 0.58 0.10 430 1260 -830 n= 0.016 for asphalt 75 4500 0.56 0.10 445 1350 -905 s= longitudinal slope of gutter 80 4800 0.53 0.09 448 1440 -992 85 5100 0.52 0.09 467 1530 -1063 90 5400 0.50 0.09 475 1620 -1145 95 5700 0.49 0.08 490 1710 -1220 100 6000 0.48 0.08 SOS 1800 -1295 DRAINAGE POND CALCULATIONS Required grassy suale pond storage volume / = Impervious Area x.S in./ 12 in./ft. = 138 cu. ft. provided: 140 cu. ft. OK! DRYNELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Boustring = 131 cu. ft. provided: 210 cu. ft. OK! Number and type of Dryuells Required = 1 Single 0 Double SUBJECT. M/~~/ /~l•<%Tuh~ ~►_~n~..% N✓~~/T~,~ ~j 73 lD~ PROJECT NO. 30 2 4 3 O I/O I ~ BY (er1StJc7),-j DATE JIVJ• 3A61 l~ DI1) SHEET NO. OF , _ , . , . . . , . . _ _ . . . ;..~.o~ . . . . ` ; . ~ ~ . ~ . ~ . . . . , ; - ' ~ - ~ • ' C ~ ; , ~ ~ ~ , • • , ~ E A! ~ . . ~ ; p►` . ' O e ~ . 4 j A~~._~ T7 dN/~ ~ ~ : ~ ; ..r--- : r . . ' - - i- ` ' ' --i-- - - ~ - - ' - W b • _ : , - ; ~ - , ? ~ ` : ~ ~ - . - . . i T - . - ~ ' - ' . _ . ~ . ; • t f ~ ~ ' - ; 't ' ~ E , ; ; , r , ' ; ' ~ ' . . ~ t : ~ ; : . . . ; ' G ,..Q .o. ~ - , ~ - ~ - ' ~ ' ~ ' - - - -t-- - - - . ° _ , _ - ' . ~ . . . - E 3.75' _ , __-_~t..w.~.--- . . : . _ . ' . . . . . ; _ „ - , y... . ~ G . . ~ . . 1 ~ '_'1'___ _e ' ~ '_~'"_'r _ ' " ' ~ . ~ , ~ " , ___S"_' _j.." . _ , O ' ~ _i.. _ ' ' ' t ~ . _ - ' - - - - e - ' • ~ i . . 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FIGURE- 17 ~ 6-41 ~ - - ~ _ ~ BONSTRING METnou t(EN YEAR STORM DESIGN) PROJECT: B93106 TIME oF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: TWO DESIGN: LOGSDON Tc (overland) Tc (gutter) Areas "C" A"t NUMBER OF DRYNELLS PROPOSED DATE: 14-Jan-94 1 Single (typ 0 Double (type 8) Ct = 0.15 L2 = 107 0.43 0.90 0.387 Total Area (calc.) (see H1) 0.65 Z1 = 47.6 0.22 0.15 0.033 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 12.3 0.00 0.00 0 Composite "C" (calc.) (see H1) 0.65 N(A) = 0 8= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0.016 0.00 0.00 0 Area (Acres) 0.65 s= 0.01 0.00 0.00 0 C' Factor 0.65 Tc (A) = 0.00 d= 0.161 0.00 0.00 0 Impervious Area (sq. ft.) 15910 Total A Comp "C" Volume Provided 208: 680 storm: 1020 l1(e) = 0 Tc (gu) = 1.03 0.65 0.65 Outflou (cfs) 0.3 N(B) = 0 Tc(A+B) = 0.00 Area " t" Factor 0.42 S(B) = 0 Q7-C"I"A= 1.34 Tc(tot.) 5.00 4(est.) = 1.34 #1 a2 #3 #4 a5 a6 a7 Tc (e) = 0.0 Intensity 3.18 Time Time Intensity Q dev. V in V out Storage A= 0.776333 Inc. Inc. WP = 9.6521 (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu, ft.) R = 0.0804 • (#1"60) (A"C"k3) (0utf."H2) (M5-a6) V = 1.13 Tc (totaU = Tc (overland) + Tc (gutter) Tc(gu) = 1.03 5.00 300.00 3.18 1.34 537 90.00 447 Tc (overland) = Ct*(L1"N/S^0.5)^0.6) Q(est) = 1.34 tt = 0.15 S 300 3.18 1.34 537 90 447 L1 = Length of Overland Flow Holding = 3.81 10 600 2.24 0.94 660 180 480 N= friction factor of overland flou (.4 for average grass cover) 15 900 1.77 0.74 745 270 475 S= average slope of overland flou 20 1200 1.45 0.61 793 360 433 Tc (gutter) = Length (ft.)/Velocity (ft./sec.)/60 25 1500 1.21 0.51 814 450 364 B= Bottom width of gutter or ditch 30 1800 1.04 0.44 831 540 291 11 = inverse of cross slope one of ditch 35 2100 0.91 0.38 842 630 212 22 = inverse of cross slope tuo of ditch 40 2400 0.82 0.34 862 720 142 d= depth of flou in gutter (estimate, check estimate with Flou) 45 2700 0.74 0.31 871 810 61 Area = d'"B+d^2/2"(Z1+Z2) 50 3000 0.68 0.29 886 900 -14 Netted perimeter = B"d+(1/sin(atn(1fZ1))+1/sin(atn(1/Z2))) 55 3300 0.64 0.27 914 490 -76 Hydraulic Radius = R= AreaJNetted Perimeter 60 3600 0.61 0.26 948 1080 -132 Velocity = 1.485/n"R^.667"s".5 65 3900 0.60 0.25 1009 1170 -161 FIoN = Velocity*Area 70 4200 0.58 0.24 1048 1260 -212 n= 0.016 for asphalt 75 4500 0.56 0.24 1082 1350 -268 s= longitudinal slope of gutter 80 4800 0.53 0.22 1091 1440 -349 85 5100 0.52 0.22 1136 1530 -394 90 5400 0.50 0.21 1155 1620 -465 95 5700 0.49 0.21 1194 1710 -516 100 6400 0.48 0.20 1230 1800 -570 DRAINAGE POND CALCULATIONS Required grassy suale pond storage volume = Impervious Area x.S in./ 12 in./ft. = 663 cu. ft. provided: 680 cu. ft. OK! ~ DRYNELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by 8oustring = 480 cu. ft. provided: 1020 cu. ft. OK! Number and type of DryWells Required = 1 Single 0 Double BOWSTRING METnvu k(EN YEAR STORM DESIGN) PROJECT: B93106 TIh- CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: TNO-A DESIGN: LOGSDON Tc (overland) Tc (gutter) Areas "C" A*C NUMBER OF DRYNELLS PROPOSED DATE: 17-Jan-94 0 Single (typ 0 Double (type B) Ct = 0.15 L2 = 107 0.12 0.90 0.108 Total Area (celc.) (see H1) 0.12 Z1 = 47.6 0.00 0.15 0 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 12.3 0.00 0.00 0 Composite "L" (calc.) (see H1) 0.90 N(A) = 0 8= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0.016 0.00 0.00 0 Area (Acres) 0.12 s= 0.01 0.00 0.00 0 C' Factor 0.40 Tc (A) = 0.00 d= 0.096 0.00 0.00 0 Impervious Area (sq. ft.) 0 Total A Comp "t" Volume Provided 208: 0 storm: 0 L1(B) = 0 Tc (gu) = 1.46 0.12 0.40 Outflou (cfs) 0 N(B) = 0 Tc(A+B) = 0.00 Area " C' Factor 0.11 S(B) = Q Q=C"I"A= 0.34 Tc(tot.) 5.00 Q(est.) = 0.34 q1 #2 #3 #4 #S p6 #7 Tc (B) = 0.0 Intensity 3.18 Time Time Intensity Q dev. V in V out Storage A= 0.276019 Inc. Inc. WP = 5.7553 (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.0480 • 01"60) (A"C"43) (Outf.*a2) 0546) V = 1.22 Tc (total) Tc (overland) + Tc (gutter) Tc(gu) = 1.46 = 5.00 300.00 3.18 0.34 138 0.00 138 Tc (overland) = tt"(L1"N/S^0.5)^0.6) Q(est) = 0.34 Ct = 0.15 5 300 3.18 0.34 138 0 138 l1 = Length of Overland Flou Holding = 3.81 10 600 2.24 0.24 170 0 170 N= friction factor cf overland flou (.4 for average grass cover) 15 900 1.77 0.19 192 0 192 S= average slope of overland floW 20 1200 1.45 0.16 204 0 204 Tc (gutter) = Length (ft.)fVelocity (ft./sec.)/60 25 1500 1.21 0.13 209 0 209 B= Bottom uidth of gutter or ditch 30 1800 1.04 0.11 214 0 214 21 = inverse of cross slope one of ditch 35 2100 0.91 0.10 216 0 216 Z2 = inverse of cross slope tNO of ditch 40 2400 0.82 0.09 222 0 222 d= depth of floW in gutter (estimate, check estimate uith Flou) 45 2700 0.74 0.08 224 0 224 Area = d*B+d^2/2"(21+12) SO 3000 0.68 0.07 228 0 228 Netted perimeter = 8"d+(1/sin(atn(1/Z1))+1/sin(atn(1/22))) 55 3300 0.64 0.07 235 0 235 Hydraulic Radius = R= AreafNetted Perimeter 60 3600 0.61 0.07 244 0 244 Velocity = 1.486/n`R^.667"s^.5 65 3900 0.60 0.06 259 0 259 Flou = Velocity"Area 70 4200 0.58 O.O6 269 0 269 n= 0.016 for asphalt 75 4500 0.56 0.06 278 0 278 s= longitudinal slope of gutter 80 4800 0.53 O.O6 281 0 281 85 5100 0.52 O.O6 292 0 292 90 5400 0.50 0.05 297 0 297 95 5700 0.49 0.05 307 0 307 100 6000 0.48 0.05 316 0 316 DRAINAGE POND CALCULATIONS Required grassy suale pond storage volume = Impervious Area x.5 in.f 12 in./ft. = 0 cu. ft. provided: 0 cu. ft. No Good ORYNELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 316 cu. ft. provided: 0 cu. ft. No Good Number and type of Dryuells Required = 0 Single 0 Double SUBJECT PROJECTNO. 302_43 U// 0 / BY C9, (-47DATE Jsl ~~1 - 4 ~ 2~j J ~ [~~%/1( G• A SHEET NO. OF , . _ , : . , ; - . . _ ; . _..w. ~ , ~ _ _ . . . A-r ~ O a- 5~ ~ 3 3 ~I~ /Y O~e~-/ ' ~v ( l,~fL: - - Or`~, T . ~ 2/~ ~ ~ , T . . . , . . . . ~ . , u / S '600V ~ . ~0~!f _ . C.~~ d ~~7"~ Or~/ • ~ . ' ~ _ . . Y . ; - ~ ~ ; " : ~ - • ~ ~ - ' , - - • - ~ - g- k.. i!-~Sfi ~ ~~t~ t,~~2,rv__; _ J~-~?-~r%► ~ ...~'>7.79~ VY,A'lf.jL- . , - - . - , ; - - - . , - - ~ - ----L--- ; • ' : . . ' : , ~ i j ~ t '_..i... ' kSs uM Ic~ ~ , ~ , , ~ , • ~ ' ~ f ~ ' E. . _ . . . --x - - - ~ ' - r - _ ~ _ . . , . . N ti... . ~ , . 'G? = ~ ~...~5_ : _ - _ d,: 3~"~~ : x - ~ ~ - ~ - E ~ - - , ~ . - . k ~ . . ' . .k ~ . ~ . 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H CURB m t " , ,0.1 y, C IOCAL OEPRESSIOH (o) ¢ a • ~ . ' - ~ . ~ ~•2 NOMOGRAPH FOR CAPACITY OF CURB BUREAU oF PueLic aoaos OPENING INLETS AT LOW POINTS OIVISION TWO. WASHINGTON, O.C. . FIGURE- 17 6-41 ~ - ~ BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: 893106 TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: TNO-B DESIGN: LOGSDON Tc (overland) Tc (gutter) Areas "C" A"C NUMBER OF DRYNELLS PROPOSED DATE: 17-Jan-94 0 Single (typ 0 Double (type B) Ct = 0.15 L2 = 0 0.31 0.90 0.279 Totel Area (calc.) (see H1) 0.43 Z1 = 0 0.12 0.15 0.018 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 90 Z2 = 0 0.00 0.00 0 tomposite "C" (calc.) (see H1) 0.69 N(A) = 0.016 B= 0 0.00 0.00 0 Time of tonc. (min) 5.00 S(A) = 0.0153 n= 0 0.00 0.00 0 Area (Acres) 0.43 s= 0 0.00 0.00 0 C' Factor 0.69 Tc (A) = 0.65 d= 0 0.00 0.00 0 Impervious Area (sq. ft.) 0 Total A Comp "t" Volume Provided 208: 0 storm: 0 L1(e) = 15 Tc (gu) = 0.00 0.43 0.69 Outflou (cfs) 0 N(B) = 0.3 Tc(A+B) = 1.63 Area * C" fector 0.30 S(B) = 0.04 4=C"I"A= 0.94 Tc(tot.) 5.00 Q(est.) = 0.00 H1 #2 #3 a4 q5 #6 q7 Tc (B) = 1.0 Intensity 3.18 Time Time Intensity Q dev. V in V out Storage A= 0 Inc. Inc. NP = ERR (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = ERR ' (~1"60) (A"C"#3) (Outf."#2) 0546) V = ERR Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR 5.00 300.00 3.18 0.94 380 0.00 380 Tc (overland) _ Ct*(L1*N/S^0.5)^0.6) Q(est) = ERR Ct = 0.15 5 300 3.18 0.94 380 0 380 L1 = length of Overland Flou Holding = 0.00 10 600 2.24 0.67 467 0 467 N= friction factor of overland floW (.4 for average grass cover) 15 900 1.77 0.53 527 0 527 S= average slope of overlend flow 20 1200 1.45 0.43 561 0 561 Tc (gutter) = length (ft.)/Velocity (ft./sec.)/60 25 1500 1.21 0.36 576 0 576 8= Bottom Width of gutter or ditch 30 1800 1.04 0.31 587 0 587 21 = inverse of cross slope one of ditch 35 2100 0.91 0.27 595 0 595 22 = inverse of cross slope t►ro of ditch 40 2400 0.82 0.24 609 0 609 d= depth of flou in gutter (estimate, check estimate Nith FIoW) 45 2700 0.74 0.22 616 0 616 Area = d"B+d^2/2"'(Z1+22) SO 3000 0.68 0.20 626 0 626 Wetted perimeter = B*d+(1/sin(atn(1/Z1))+1/sin(atn(1JI2))) 55 3300 0.64 0.19 647 0 647 Hydraulic Radius = R= Area/Wetted Perimeter 60 3600 0.61 0.18 671 0 671 Velocity = 1.486/n"R^.667"s^.5 65 3900 0.60 0.18 713 0 713 FIoW = Velocity"Area 70 4200 0.58 0.17 741 0 741 n= 0.016 for asphalt 75 4500 0.56 0.17 765 0 765 s= longitudinal slope of gutter 80 4800 0.53 0.16 772 0 772 85 5100 0.52 0.15 843 0 803 90 5400 0.50 0.15 817 0 817 95 5700 0.49 0.15 844 0 844 100 6000 0.48 0.14 870 0 870 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in./ft. = 0 cu. ft. provided: 0 cu. ft. No Good DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 870 cu. ft. provided: 0 cu. ft. No Good Number and type of Dry+rells Required = 0 Single 0 Double SUBJECT_~,A_/A-l4 ,&~~~-~.S PROJECT NO. Wi 0 % -2>A-!5 SHEETNO. OF DA pr. . K . . _ . . . _ . . . . . . t e...... ...,s ~ . _ ' " - e.,.c. Y .o- ••e,-.. -c , . _ ; . : . . . . . . . , . . o ~ " j f • ' ' ~ ' _ , v` : " S ' • ~ ' l ; _ ~ " ' } , C ' ~ , ~~-f A~ ~ ~I~r O- - - • - ~ f'~` ~ ~ Gu iil!; (~iT~: . # Ci~ GA~~. . ~d E- T U.-r . . t - ~ ~ • ' . ~ • . . xy i~ ; ~ ~ , Y ~ ~ +a+r.~ .w • , • ~ l~~a`-~?-(- ' *i~ -44---A-~?!E '/n! ~!a~? ~rc • ; f ; ~ 'e ; " i" 'l" 1 ; ' " . q. ~ . . I~wNof:f-- . . ' ~ ,'7; ~'S _ a'H Qv1i. ~ a . O., ~ vYFGa C.~ ' .77r , r _..nL 8 ~i9rs~, N... - . - ~u5 3~-f_rs..:~f-av✓. ' f-v~2 $ ~?-~~;----i~G G~f ~ . ~ ; : G . - --i..- . ~ . . - ~ ~ ; . ; , E ~ . . i.-45s u Ni rl-t _ : uS f. . 0 Y. w t.o g- T A-j i_"(:o~`.~_~~.~_~. t_..~~_`.~. . _ , - . . . . 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' ~ ~ i ~ ~t ~ ; ; ~ ~ 1 1 ~ I ~ ~ ( • ~ ~ ~ ; ~ " . t ~ ~ ~ • t . 1 ; o ~ i , ; ~ , • ~ ; • 1 ~ • 1 : • R ~ , ~ , • ....:,.~...y.... ....w..... ..~~..,i.....'' "'a""_ . ._a-.._~...... •1 5 ~ ~ ~ ~ ~ ~ i ~ ,j , 'T ; , ^ ` 1 ♦ • , t~ ~ 1 1 l ~ . ~ ; 9 ~ ~ ~ k ~ j ' ; \ i ~ ~ ~ ; r ~ • ~ ---F----'----~--- ; - : - - _ . --t - ~ --t-- -P s 'r ~ ~ ~ ~....•...{...Q..-J .+.a« . , ~ _ - I. . _ ~ ~ _ _ _ _ _ _ ' ~ ' . ..'-.~e~.~..r,c _ _ . ~ ,..r~ ~ ' .,~.e.t~, _ ~ .-v.,..... J._...... • y ~ ~ . ~ ~ . ~ . ...~._..y.,... ....i. i ' ~ ~ i • - ' -"-r..-' - ; -'-1 "',-•--i . ..,..f... a . .s.. ~ . - . ~ i 1 t ~ ; 1 ~ G \ 6 ' , 1 ~ ~ t ` ~ 2 ~ • ' i . ' ~ ~ 1 ~ r ~ ~ ~ ~ ~ . ~ li . . ~ . _i.. 'f' _"'r'.._,.. < ' . ' . - j . , - 1-^"'. ~ ~ ~ ~ ; ' t ~ . ~ ~ ~ ~ ~ t 1 ~ ~ ~ 1 , • ~ 1 ~ ~ i i, ~ ' ~ , - " -Y . _ : ; , - ~ 4... .-----1`.~ - ~ ' ~ ~ I' ' y -_c.` ~.-r e .,c.l~. «II...e.cv t<-a. c. ~ r..7•. t. a , -.e.. .a~co.,. .a ~...r ~ .o-Seo.»~. 3 ' 10 4 Q = O. ~ + 8 1Q 3 9 • -2 o. SO ~ 4 8 U- ~ O, 47 _ \ !-s ~ . LL. f- 0 2 z p 7 LL -oe 6.s W ~ a i.o 6 N 1.0 25 = .9 . la. ~ ~ \ • .r 2,. V< V~ JO ' S, s Z Z . e _ i .6 / 2 a .7 . .4 o o ~ / r O - .4 ° . ui .6 SCQ . 2 z ~ s a 2 ` . _ - . s ° o Z . 3 . ~ / r U. ` ~ Z 0 ~ -.4 . W Z 0- Z o w ~ - W os a 0 .23 3 J . F- ~ - t+- .06 Q - O .3 = W W = a .os a .2s - Z.s • ~ 3 .2 m tL W 0 a . _ . .02 - F- ' 2 a w 2 a o - Q . U .i~ .01- . ° .is a ci: ~ - L `r -.`sJ: r.- .:w°• 1.:~:, •~;.v: HT. CURB ~ ~LOCAL OEPRESSION (a) --0.1 . ~ a • ~ z 1•2 NOMOGRAPH FOR CAPACITY OF CURB BUREAU OF PUBIIC aoaos OPENING (NLETS AT LOW ROINTS OIVISION TWO. WASHINGTON, O.G . FIGURE- 17 6-41 n e BONSTRING METhvu kiEN YEAR STORM DESIGN) PROJECT: 893106 TIMc ur CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: THREE DESIGN: LOGSDON Tc (overland) Tc (gutter) Areas "C" A"C NUMBER OF DRYWELLS PROPOSED DATE: 14-Jan-94 1 Single (typ 0 Double (type B) Ct = 0.15 L2 = 0 0.12 0.90 0.108 Total Area (calc.) (see H1) 0.33 21 = 0 0.10 0.15 0.015 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 75 22 = 0 0.11 0.30 0.033 Composite "C" (calc.) (see H1) 0.47 N(A) = 0.3 B= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0.02 n= 0 0.00 0.00 0 Area (Acres) 0.33 s= 0 0.00 0.00 0 C' Factor 0.47 Tc (A) = 3.14 d= 0 0.00 0.00 0 Impervious Area (sq. ft.) 5072 Total A Comp "C" Volume Providcd 208: 250 storm: 375 L1(B) = 0 Tc (gu) = 0.00 0.33 0.47 outflou (cfs) 0.3 N(B) = o Tc(a+B) = 3.14 Area « C" Factor 0.16 S(B) = 0 Q=C"IwA= 0.50 Tc(tot.) 5.00 Q(est.) = 0.00 #1 #2 a3 #4 #S #b #7 Tc (B) = 0.0 Intensity 3.18 Time Time Intensity Q dev. Y in V out Storage A= 0 Inc. Inc. WP = ERR (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R= ERR • (#1"60) (A"C"#3) (outf."#2) 0546) V = ERR Tc (total) Tc (overland) + Tc (gutter) Tc(gu) = ERR = 5.00 300.00 3.18 0.50 199 90.00 109 Tc (overland) = Ct*(L1*N/S^0.5)^0.6) Q(est) = ERR Ct = 0.15 S 300 3.18 0.50 199 90 109 L1 = Length of Overland Flou Holding = 0.00 10 600 2.24 0.35 245 180 65 N= friction factor of overland flou (.4 for average grass cover) 15 900 1.77 0.28 277 270 7 S= average slope of overland floN 20 1200 1.45 0.23 295 360 -65 Tc (gutter) = Length (ft.)/Velocity (ft./sec.)/60 25 1500 1.21 0.19 302 450 -148 B= Bottom uidth of gutter or ditch 30 1800 1.04 0.16 309 540 -231 Z1 = inverse of cross slope one of ditch 35 2100 0.91 0.14 313 630 -317 Z2 = inverse of cross slope tuo of ditch 40 2400 0.82 0.13 320 720 -400 d= depth of flou in gutter (estimate, check estimate uith FIoN) 45 2700 0.74 0.12 323 810 -487 Area = d"e+d^2/2"(Z1+Z2) SO 3000 0.68 0.11 329 900 -571 Fletted perimeter = B"'d+(1/sin(atn(1/I1))+1/sin(atn(1/Z2))) SS 3300 0.64 0.10 340 990 -650 Hydraulic Radius = R= Area/Wetted Perimeter 60 3600 0.61 0.10 352 1080 -728 Velocity = 1.486/n"R^.667`s^.5 65 3900 0.60 0.09 375 1170 -795 FIoH = Velocity"Area 70 4200 0.58 0.09 389 1260 -871 n= 0.016 for esphalt 75 4500 0.56 0.09 402 1350 -948 s= longitudinal slope of gutter 80 4800 0.53 0.08 405 1440 -1035 85 5100 0.52 0.08 422 1530 -1108 90 5400 0.50 0.08 429 1620 -1191 95 5700 0.49 0.08 444 1710 -1266 100 6400 0.48 0.07 457 1800 -1343 DRAINAGE POND CALCULATIONS Required grassy suale pond storage volume = Impervious Area x.5 in./ 12 in./ft. = 211 cu. ft. provided: 250 cu. ft. OK! DRYNELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Boustring = 109 cu. ft, provided: 375 cu. ft. OK! Number and type of Dryuells Required = 1 Single 0 Double SUBJECT ~ t`-t Lf-~t &A1~~~- PROJECY NO. ^ BY DATE GO IV ~ ~ i x~) 0 Typ~ CT~l~ S H EET N O. O F : ~._y. .a~_.~..... . , _ _ .j . - ~ - . . . . . ; ; , ~ ' • , ~ . . E ~ ~ Y.._. _ . - . ~ . . Y ; i ~ ~ • . , ~ ~ ~ . . . ~ ~ , , , ~ : ~ • 9-- ; ; ; ; ~ ; ~ . ± • • - . : E ~ • , ° : ~ ~ " _ " ; . ~ . ° . " 'i"" ~ ""_'r"' - ~ - : - - E - ; ~ - ~ - ~ --~j _ ~ i. . . : ~ ~ ; , . • ~ T - ' . . -t x--3; : ; ; - ; . ~ - - ~ ~ ..y.~.... ; ~ . .E i - - - ~ - E ?Z-J;.~__ S 7S ~ . - ~ - r-~~- ~ ~~~(M~-T~.~ ~t• , , R . . . - ~ , ~ , ~ - ' ' _ . ; ',Q' ' . 3 ' C 5 • '757 y - - , , ~....q. ' . ' • ~ - - ~ - . ~ C , ; . . • ~ ' ---~-FD ?~t:. .b..,~,dv..~..: ~ , ~ • ; ` k .x o 2 _ . -i ~ ~ i~_.._.,.,, . . . . - - - ~ . . _ _ _...j . . . ---;----t- --.-.----y- . , . . . . ; - . - ; ~ - . . ~ ~ . 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