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HomeMy WebLinkAboutPhase 2 Bid Packages~~~1C~ ~_ o~ ~ P y~s~ ~ BUETOW AND ASSOCIATES INC AN ARCHITECTURAL SERVICES COMPANY 2345 Rlce Street Suite 210 St. Paul, Minnesota 55113 Phase Two -Bid Packages THE CITY OF COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 825 41st Avenue NE Columbia Heights, Minnesota 55421 OWNER City of Columbia Heights -City Hall 590 40th Avenue Northeast Columbia Heights, Minnesota 55421 ARCHITECT Buetow and Associates, Inc. 2345 Rice Street, Suite 210 St. Paul, Minnesota 55113 Telephone 651 483-6701 CONSTRUCTION MANAGER EDS Builders, Inc. 404 A Saint Croix Trail North Lakeland, Minnesota 55043 Telephone 651 436-2426 On Site Telephone 763 788 0338 BID TIME 2:00 PM Local Time BID DATE Thursday October 9, 2008 BID PLACE Council Chambers Columbia Heights City Hall ISSUED FOR BID September 25, 2008 Buetow Project Number 0806 tel 651 483-6701 fax 651 483-2574 www.buetowarchitects.com ' DMSION O -BIDDING AND CONTRACT REQUIREMENTS SECTION 00002 -PROJECT DIRECTORY -BID PACKAGE 2 ~ COLUMBIA HEIGHTS PUBLiC SAFETY CENTER ;' WNER City of Columbia Heights -- 580-40"'-Avenue Northeast Columbia Heights, MN 55421 ' Phone: 763-706-3600 Fax: 763-708.3601 1 1 C'~ 1 1 1 ARCHITECT Buetow and Associates, Inc. 2345 Rice Street. Suite 210 St. Paul, MN 55113 Attn: David Olds Phone: 651-483701 Fax: 651-483-257+4 CONSTRUCTION MANAGER E D S Builders, inc. 404A Saint Croix Trail North Lakeland, MN 55043 Attn: Earl (Doc) Smith Phone: 651-436-2426 Pax: 651 436-3918 CIVIL ENGINEER Larson Engineering 3524 Labors Road White Bear Lake, MN 55110-5126 Attn: Eric Meyer Phone: 651-461-9120 Fax: 651-481-9201 STRUCTURAL ENGINEER Winkler Structural Engineering 10300 Winter Place Eden Prairie, MN 55347 Attn: Ronn Winkler, P.E. Phone: 952-941-4825 Fax: 852-841-9546 00002-1 MECHANICAL ENGINEER M ~ E Engineering, Inc. 1300 Corporate Center Curve Suite 101 Eagan, MN 55121 Attn: Dan Moulton Phone: 851-405-0912 fax: 651x405-0929 ~,ECTRICAL ENGINEER M 8 E Engineering, Inc. 1300 Corporate Center Curve Suite 101 Eagan, MN 55121 Attn: David Hiersman Phone: 851-405.0812 Fax: 851-405-t?929 00002 a 1 1 1 I DIVISION 0 -BIDDING AND CONTRACT REQUIRElY1LNT8 SECTION OOOOS ~ CERTIFICATION -BID PACKAGE 2 COLUIIABIA HEIGHTS PUBLIC SAFETY CENTER I hereby oe~tify that these Speafica0ons were prepanrd by me or under my direct supervision and that I am a duly tioensed Architect/Engineer under the laws of the State of Minhesote. "~ avid P. Olds 23541 ~ ~~ Os At~chitect License Number Date BUETOM1fII AND ASSOCIATES, INC. r Epic G. Meyoer, P 44592 9/24 / 08 Civil Engineer Liosnse Number Date CARSON ENGINEERING ~~ ~~~ Ronn Vlrinlder, PE 1 ~3~' R/~s °ffi Structural Engineer License Number Date WINKLER STRUCTURAL ENGINEERING END OF SECTION 00003-1 1 ' DMSION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00005 - TABLE OF CONTENTS -PHASE 2 ' COLUINBIA HEIGHTS PUBLIC SAFETY CENTER INTRODUCTORY PAGES ' Dlvisia t 00_rler and Con~rac>t remer~fs ' 00002 00003 Project Directory Certification 00005 Table of Contents 00010 Advertisement for Bids ' 00100 Instructions to Bidders 00110 SuppiementaVSpecial Instructions fio Bidders 00200 Proposal Section t 00210 Milestone Schedule 00220 Geotechnical Report 00300 Bid Division Index and Descriptions 00400 Sample Proposal Form ' 00500 Construction Contreil 00600 Pn~-Contract Performance Submittals ' 00700 00810 General Conditions of the Contract for Construction SupplementaUS ecial Conditions to the Gen l C ti d p era on i ons 00820 Additional Ar#ides to the General Conditions 00830 Prevailing Wage Directh-e 00850 Index of Drawings -See Plans 00900 Code Review ' SPECIFICATIONS Dlvlsfon ~ - Genera! Rrgaui~e~nts -._ 01010 Summary of Work 01025 Construction and Change Docximents 01030 Alternates 01045 Cutting and Patching .. 01050 l,.ayout and Measuremerrts 01060 Permits, Inspection, and licensing Fees ' 01061 01200 Off-Site Disposal Project Meetings 01300 Submittals 01500 Construction Facilities and Temporary Controls 01513 Dewatering 01520 Safety 01530 Constnjdion Fence ' 01545 Protection of Completed Work 01570 Tn>tific, Environmental and Safety Protection . 01580 Project Signs 01600 Material and Equipment ' 01610 Access, Delivery and Storage 01700 Contrail Closeout 01710 Dumpsten3, Cleary-up, Cleaning and F'inai Clearwp ' 01720 Recror+d Documents 00005-1 Dlvlsion 3 - Catc~e 033000 Cast-in-Place Concxete 034100 Precast Structural Conae~e Dlvlsion 5 - A 054200 Structural Metal Framing 055000 Metal Fabrications 071326 Self-Adhering Sheet Waterproofing 312333 Tnaru:hing and Bac~CflAing 334600 Subdrairtage ,/' ,~ ~ % ~~ lC7C S ~~ ~0 i Sf ~"Yzt m i h ~i ~(~ Ct S.3 t~e+C -.steel ,~ekr~ • END OF SECTION 00005-2 ' DIVISION 0 -BIDDING AND CONTRACT DOCUMENTS 8ECTION 00010 - ADVERTI$EAAENT FOR BIDS -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER Sealed bids for the Columbia Heights Public Safety Building will be received by the City ' of Columbia Heights, at 590 40"' Avenue Northeast, Columbia Heights, MN 55421 until 2:00 p.m. on Thursday, October 9, 2008, at which time they will be opened and read ~~publicly ~imCouncil Chambers, Room 219. Bids re~oeived after this time and date will be ' returned unopened. The Ovmer will not accept faxed proposab. ' This Bid Package wiN consist of a separate sealed bid for the following Bid Divisions: Division Bid Division Trde ' CH2-03-1 Concxete-tabor and Material CH2-03-2 Prey Concrete Hollow Core Planks~l.abor and Material CH2-05-9 Structural Steel, Metals, Miscellaneous Metals-Labor and Material Bidding documents prepared by Buetouu and Associates, Inc. will be available for public inspection on or about September 25, 2008. B'idding documents will be at the job site ' office of the Construction Manager, 825 41e1 Avenue NE, Columbia Heights, MN; at the office of the City of Columbia Weights, 590 40w Avenue Northeast, Columbia Heights, MN; the F1N Dodge Plan Room, Minneapolis; Construction Market Data, New Hope; and ' the Builders Exchanges of Minneapolis, St. Paul, Duluth, Rochester, NortMnrest Regional, and LaCrosse, and on-Itne at www.ersdigital.c~m. ' Bidders may obtain a set ofi blddir~ documents by contacting Engineering Repro Services at (763) 894-b900. Plan deposits and mailing fees are to be sent to ERS at 3005 Ranchview Lane North, Plymouth, MN 55447. Refimdaible plan deposit of X0.00 per set made payable to the City of Columbia Heights. Mailing fees are to be paid direct to Engineering Repro Servk~s under separate checle. t There will be a Pre-Bid Meeting held on Thursday, October 2, 2008 ~ 2:00 p.m. at the site construction trailer, bring haul hats and safety vests. In case of rain the meeting will be held at City Hatl, 590 40'" Avenue NE, Columbia Heights, MN. All bidders are encouraged to attend. ' Each bid must be accompanied by a bid security in the amount of five pen~ent (596) dt the bid or in the form of a cert'fied check; cashiers check or corporate surety bond, payable to the City of Columbia Heights, as a guarantee that if the proposal is accepted, the bidder will execute the contrail and file the requin~l bonds within ten (10) days after notice of award of contrail. The bid divisions) being bid is (are) to be identified on the outside of the envelope. ' The successhrl bidder will be required to furnish and pay for a satisfactory Performance Bond and Labor and Material Payment Bond in the final sum of the fuN amount of the -' contract as awarded and provide a Certficate of Insurance. 00010-1 .~ The City of Columbia Heights n~enres the right to retain the bid security of the three ' lowest bidders for a period not to exveed sbcty (60} days subsequent to the opening of . bids. The City of Columbia Heights reserves the right to n~ect any or all bids or to wanre arty informal~ies in the bidding and further reserves the right to award the contract in a , manner which is in the best intena3t of the City of Columbia Heights. END OF SECTION 00010-2 DIVISION 0 - BIDDINti AND CONTRACT REQUIREIwENTS SECTION 00700 -INSTRUCTION TO BIDDERS - BID PACir(AtiE 2 ' COLUaiIBIA HEIQHTS PUBLIC SAFETY CENTER The Instructions to E3'widers is AIA Document A701, issued bl- the American Institute of Archit~ts,1897 edition. ' END OF SECTION I 1 1 1 1 1 00100-1 .' ~ Document A701" -19 7 9 ' Ins~uctions to Bidders fortlNfo~tg PROJECT: (Nance and loaotime oraddnta): _ -.- - -~lonnhia_Hetghts_Pablic Safety_ Center -- 82S 41st Avenue Northeast ADDITIONS 1WD DFJ.EiIONS: ' Columbia Heights, MN 55421 Ths atdhor of Ws doasnent has added hrlomlatlon needed for Ns THE O1IYNER: aompleUon The ewhor may oleo (Nana and ada3+ess): have raviaed the text of the adgM~d ' City of Columbia Heights AIA slaMard tam. An AdoSlor+s and 59040th Avem>rr Northeast DIeleBats flrlpotithet rlotee added Columbia Heights. MN 55421 irdorntaUort ~ war ~ revielons to the atarlderd Conn text Is awtllable ' THE ARCHITECT: iron the attlhor and shatld be (Name and addnaa~ rertswed. A verGcel 6rre in the tell Bueeow and Associates ~ ~ ~ daaartsM ~~ 2345 lticx Stmt where the author hoe added ' neoeseary, irrtcnrretion and where Suite 210 the au0~or leas added b or deleted St. Paul. MN 55113 from the aiph~el AIA text ' Phis doctsnerd has arlporlard lapel TABLE OF ARTICLES ~' O0"~°d0" "~' an agarlsr is awouraped wllh reaped 1 DEFINRIONS m ~ or modlll~lon. 2 BDDER'S REPRESENTATI01~ ' S BDDWG DOCUMENTS 4 BIDDB~IG PROCEDURES ' S CONS®ERATION OF BIDS 6 POST-BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEI~I OWNER AND CONTRACTOR AIA DocumsN A701d -1t/e7. CoAer~IMO 1970, te74,1976.1t197 and 1t1e7 btr The American tneYtrAe at Anchfreda. Alt rlalMS resavad. WARtNIt~: TMa AIA• Docrm~ent u protedsd by U.S. Oopyriphr taw and hrlemetlonal7taatles. ttnarplroraed reproduaftan a alstrlaalun of this AIA• DoaarNSrrt, ar 1 °nl- Phan of a, map resdt In aavare ehrN and arenMnl panaltlaa. and ~ ba prOetCeMd b the maaMraun axlem P~ under the 19tiK 71ds tier N~~ ~10~ by AY1 sottwens at 11~. to on 0»lar2ooe older cedar N1ot000®6t09~1 whkh ewes on 7ntraooB, and to notta resets. ARTICLE 1 DEFlNRIONS § 1.1 Bidding Docarmauts include the Bidding Requirements sad the proposed Contrarx Documents. The Bidding Requmenmeats ccesist of the Advertiseooeat or IuvItatia®oo Bid, Instrltctieos ro Bidders, Sbppk.rnemsry l~stlncxiona to Bidders, the bid farm, and other sample bidding and contract farms. The proposed Contract Docnmsems ceosist of the form of Agreematt betaroen the Owner and Camrscbor, Caoditions of the Contract ((leaesal, Supplementary and other Conditieus), Drawings, Specifications and all Addenda issued p~,r to execution of the Contract. § 1.2 Defiruitiona set Earth i>r the General Camrditioos of the Cenhact for Caostrnction, AiA DocumOpit A301. as in other Contract Doarmeruta tiro applir~ble b the Bidding Docr. § 1.3 Addenda are written os graphic icetrutisatts issued by the Architect prior rA the execrrtimt of the Contract which modify or interpret the Bidding Documents by additiaos, deletiaro, clarifications os corrections. § 1.4 A Bid is a cemP~ and properly wiecnbod proposal Oo do the Work for the sunos stipulated therein, snbnmitted in accordance with the Bidding Doamuents. § 1.5 The Base Bid is the sum stated in the Bid for arhich the Bidder offers oo perform the Wask described in the Biasing Documents as the base, to which work ~y be added or fmm which work maybe deleted for sums stated in Alternate Bide. § 1.6 An Alternate Bid (err Altarmte) is an amount stated in the Bid to be added W or deducted from the amotmt of the Base Bid if the oonespondmg change in the Work, as described in the Bidding Docnnneats, is accepted. § 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement far materials, equipment err services os a portion of the Wok as descaibed in the Bidding Documents. § 1.8 A Bidder is a person as entity who submits a Bid sad who meets the regnueooerits set forth in the Bidding Dociwuents. § 1.8 A Sab-bidder is a person or err4ty who submits a bid bo a Bidder far materials, egmpment or labor fns a portion of the work ARTKXE 2 BIDDER'S REPRESEN'fATpNS § 21 The Bidder by marring a Bid mpresaita that: § 21.1 The Bidder has read and utiderstarda the Bidd'mg Documents or Contract Documents, to the extent that such docmnaitatien relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid eo»currently or presently render canstlnctioa § 212 The Bid is made incompliance with the Bidding Documents. § 21.3 The Bidder has vir;ibed the site, become familiar with local conditions under which the Work is fA be performed and has oorrelefed the Bidder's personal observations with the requueonerits of the proposed Cantracx Documents. § Z.1A The Bid is based upon the materiels, cquipnunt and systems required by the Bidding Documents withom ARTICLE 3 BIDDING DOCUMENTS § 3.1 COPIES § 3.1.1 Bidders may obtain camphxe sets of the Bidding I)octimaits from the issuing office designated in the Advertisement as )invitation W Bid in the member and for the deposit sum, if any, stated therein The deposit will be refunded m Bidders who submit a bona fide Bid and rattan the Bidding Documents in good cordidan within tat days after raxipt of Bider. The carat of replacement of missing as dauurgod documents wiIl be deducxed from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. AtA Doaorent A701~- ttla7. O ts70. is74.1978, tt197 and 19a7 by Thu AnNriCan InstiMts of Art~Neela. AN rlplrb rsaaraed. wAntatio: Ttrls AIA~ Dacurnerrt a protected bll li.S. CapyAyFt Law and rdunstlarrel7Ysatlaa. lhwrtlwrttad reproduction err dlNr~rdlon of tlds AIA~ Occurred, or any portlen of k, may rerun In eaves dwl and erarriel paroltles, and adN bs paaseuted to the medeum sxeent poaal6le under tiN isar. Thls deourrertwas prsdrrced 6i-AN sctirrare at t t on 07/1a18D0a rardar Order No.100099~0a~_t wYdch sr~Yea on 7/1517A0~ and Is rrd for weals. UwNotea: (g~gpg~ ' §3.12 Bidding Documents will not be issued directly to Sub-bidders ~mkss specifically offa~ed in the Advertisement or Imitation bo Bid, or in snpplenueatary in~nctions to bidders. § 3.1.3 Bidders shall use oamplete sets of Bidding Documents in pr~rimg Bids; neither the Owner nor Architect ' responml'bility for errors ~ misinbeapretations resrrltirtg from the use of incomplete sets of Bidding Docmlomts. § 3.1A The Owner and Architect may make oopiea of the Bidding Docrmrertts available an the above reruns for the purpose of obtaining Bids on the Wont. No license or grant of use is conferred by issuance of copies of the Bidding Doammeats. ' § 32Illf9iPRETATION OR CORRECTION OF BIDDNtG DOCUI~NfS §32.1 The Biddy shaII earefrruy study and com~ne the Bidding Documents with each other, and with other work being bid oonclarertdy a peeserltly under constrrrction bo the eadeat that it relates bo the Work for which the Bid is subrnitbcd, shall examine the site sod local conditions, and shall at once report to the Architect errors, ' inaarsisbortcies orambiguities discovered. § 3.22 Bidders and Sub-bidders nvQuiring clarificattion or interpretation of the Bidding Docume~ shall malae a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. § 32.3 Interprttatians, corrections and changes of the Bidding Docunoems will be made by Addendum. Interpretations, corrections any changes of the Bidding Documents made in any other manner will not be binding, ' any Bidders shall not rely upon them. §~.~SUBSrminolls § 3.3.1 The materials, products sad equipment describcd in the Bidding Documents e~ablish a standard of required ' function. dimension, appearance and quality to be met by any proposed snbatitution. § 3.32 No snbstitntion will be considered prior bo rooeipt of Bids mdess written request far approval has been received by the Architect at least ben days prior to the date far receipt of Bids. Such requests shall include the name ' of the material or equipment far which it is to be substituted and a amrphtte description of the proposed substitution including drawings, perfcamanoe and test data, and other information necessary for an evaluation. A statement setting forth changes in other materials, alnipmeat or other portions of the Work, including changes in the work of other conhacts that incorporation of the proposal snbstitutiort would require, abaII be indnded. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or disapproval of a proposed sntion shall be final. §3.3.3 Yf the Architect approves a proposed substitution prior to receipt of Bids, such approval wt71 be set forth in an Addendum. Bidders shall not rely upon approvals made in any other mamter. § 3.3A No substitutions will be considered slider the Cantiact award unless specifically provided for in the Connacx ' Documents. § Sat AODENQA § 3.~t.1 Addertda wiII be transmitted m all who are known by the issuing office to have received s aanphxe set of ' Bidding Documents. § 311.2 (bpies of Addenda will be made available for inspection wherever Bidding Documents aro oa file for that Pm'P~- ' §314.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids err one which includes postportemertt of the date for receipt of Bids. ' § 3atA Each Bidder shall ssontairt prior bo submitting a Bid that the Bidder has received all Addenda issued, and the Bidden shall admowledge their receipt in the Bid. ' AM~ocumad ATDiro-1!197. taspyrlpht O 11i70,1t17A,1678,1997 end 1tlW br The American h~alihas of Aoddlaas. AN dphts ressrwrd. WAtiNNO: Thk AIA Document k Protected b1l U.S. Copyright law and krlarrraMorol liredlss. lbmuararlmd roproduclkn or dkklbuaon of thk AIAe DoclanMM, err ~ arry portion of a, nosy result M aewrre afvll and cdmirol peroltles. and w91 bs prosegrled to the maaimccra axfeM pose161e umler the kw.'rhls ' docimrsnt was prodraed b1- AIA aofprrars at 11 X4:49 a- 07I16ra008 under f~rder No.10000tLtoB4_1 vrMch exphss cn 7/tS18009, end k rat for ~ tkar Ncles: ARTICI.E4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS §4.1.1 Bids shall be anbonitted on the forms included with the Bidding Documents. § 4.12 All blanks ~ the bid form shall be legibly executed in anon-erasable medium. §4.1.3 Stints shall be exlx+essed in both vvor+ds and figures. In cxtse of discrepancy, the amrnmt written in words shall § 4.1.4lnterlitteatiions, alterations and erasures mast be initialed by the signer of the Bid. § 4.1.5 All rcq»ested Altentates shall be bid. If ao change in the Base Bid is required, ever °No Change." §4.1.6 Where two or more Bide far designated portions of the Wark have been requested, the Bidder may, without farfeidue of the bid security, state the Bidder's refusal to accept award of leas than the oombatation of Bids stipulated by the Bidder. The Bidder shall maloe no additional stipulations on the bid farm nor qualify the Bid in any other manner. §4.1.7 Bach copy of the Bid shall state the legal name of the Bidder and the nature of legal farm of the Bidder. The Bidder shall provide evidenrx of legal authority to perform within the jurisdictim of the Work. Bach coQy shall be signed by the person or persons legally ao<horiznd to bind the Bidder to a contract. A Bid by a corporation shall Gather give the state of incorporation and have the corporate seal affixed. A BId submitted by an agent shall have a cnaeot power of attorney attached certifying the agent's authority td bind the Bidder. § 42 BID SECURITY §42.1 Bach Bid shall be sooompanied by a bid security in the farm and amomtt required if so stipulated in the Insotuctioffi b Bidders. The Bidder pledges to enter into a Contract with the Owner on the teams stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising theramder. Should the Bidder refuse to eater into such Contract or fail to famish such bonds if required, the aaootmt of the bid secmity shall be for6eited to the Owner as liquidated damages, not as a penahy. The amomtt of the bid sectaity shall not be forfeited to the Owner in the event the Owner fails W comply with Section 6.2. § 422 If a surety bond is iegaired, it shall be written on AIA Docwnent A31Q Bid Band, unless otherwise provided in the Bidding Documents, and the atromey-in-fact who execufe's the bond ~ bdtalf of We sm+ay shall affix ~ the bond a oatified and current copy of the power of attorney. § 423 The Owner will have the right to retain the bid eecmity of Bidders to whom an award is being considered moth either (a) the Contract has been executed and bonds, if regained, have been fnrnishod, or(b) the specified time has elapsed so that Bids may be withdrawn or (c) all Bich have been rejected. § 4.3 SUBMISSION OF BIDS § 4.3.1 All copies of the Bid, the bid security, if any, and any other documents regnired t0 be submitted with the Bid shall be encktsed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder's Warne and address and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SBAI.BD BID BNCLOSBD" on the fact thereof. § 4 32 Bids shall be depositied at the designated location prior to the time and date far rxeipt of Bids. Bids received after the time and date for receipt of Bids wt71 be returned unopened. § 4.3.3 The Bidder shall asswne full responsibt7ity for timely delivery at the location designated for receipt of Bids. §4.3.4 Oral. telephonic. telegraphic, facsimile or other electro®itcaIly transmitted bids will not be oonsidened. § 4A MODIFICATION OR WITHDRAWAL OF BID § 4A.1 A Bid may not be modified, withdrawn or c~noeled by the Bidder during the stipnhtted time peaiod following tore time atni date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. AtA DoounNNt A701TM -1x87. CapyrlpM ®1970,1974.1978.1987 and 1997 by The Amadcan tlstlWte d ArdYteola. AN rights raasrvsd. WARNNG: rnls AIAe Dotaansnt is protected by U.S. Copyright Law end t~ernatlonal Treaties. Unauthormsd nproduc8on ar ~rlbutlon of ails AtAe Document, a 4 mry poraon of It, m.y result in severe dull and odm4ral peneltlea and wul bs prceecuted to the maximum extent poaalbM under the law. This ttrerdo ~maAS pnxhx~d by AN eoaasre at 11~4~18 an 07narlaoe under Order tYo.100098~a8~ 1 n1Ych ~ on 7/1512809. and is not to reeals. ~f ' ~ 4A2 Prior to the tinge and date designated far recdpt of Bids, a Bug subu~ed may be modified or withdrawn by notice to the party receiving Bids at the place desigmtcd for roceipt of Bids. Such notice shall be in writing ova the ' sigoadne of the Bidder. Writoen caafirmation ova the signstlme of the Bidder shall be receivcd, sad date- and limo- stannpod by the receiving party m err before the datie and time set far receipt of Bids. A change shall be so warded as not bo reveal the amount of the anginal Bug. ' § 4A.3 Withdrawn Bids may be resubmitted up m the date and time designated for the receipt of Bids provided that they are then fully in costfarmeme with these Instrncxions tD Bidders. -- §4x4.4 Bid security, if required, shall be in an amount su~ciatt for the Bid as nwlrbmitbod. ~ - - - - - - -- - -- ARTICLE 5 CONSIDERATION OF BIDS . § 5.10PENNG OF BDS ' At the ~ of the Owns, if stipulated in the Advertisement a Invitation to Bid. the properly identified Bids received on time will be publicly opined and will be read a~ud. An abstract of the Bids maybe made available to Bidders. § 5.2 REJECTION OF BIDS The Owner shall have the right to reject any or all Bider A Bid not accompanied by a required bid security or by other data regnhed by the Bidding Documents. err' a Bid which is in sir way incomplete a irregular is subject tD rejection. ' 3 53 ACCEPTANCE OF BID (AWARD) §53.1 It is the meat of the Oarna to award a Contract to the lowest qualified Bidder provided the Bid has been subautbed is accordartoe with the regtrir+enieatts of the Bidding Doctmients and does not exceed the fmtds available. ' The Owns shall have the right oo waive i~arnurelities and nQegWarities in a Bid received and to adapt the Bid which, in the Owner's judgment. is in the Owner's own beat intrrests. § 5.3.2 The Owns shall bay the right to accept Alternates is aqy order a combination, unless otherwise specifically ' provided in the Bidding Documents, and to detamme the lover Bidder on the basis of the sum of the Base Bid and Alternates acoeptod. ARTICLE 6 POST-BID INFORWIATI~1 ' ~ B.1 CONTRACTOR'S QUALIFICATION S7'ATENENT Bidders bo whom award of a Contract is ender c:~sidetation shall submit to the Architect. upon request, s properly executed AIA Doclmiwtt A305, Cormactar's Qualification samemeat, unless such a Sratienneat has been previously ' reglrined and submitted as a pra+equisiee to the issuance of Bidding Documents. § 62 OWNER'S FINANCIAL CAPABWTY The Owner shsIl, at the request of the Biddy to whom award of a Contract is Hader comidaatmn and no late than seven days prior to the expiierion of the time far withdrawal of Bids, fnrnish to the Bidder reaaanable evidence that fu~ncial arramgemgtta have been made to fulfill the Owner's obligations under the Contract Unhws such ieasaoable evidence is ftunished, the Bidder will not be required to exaane the Agteeuuerg between the Owaa and Coimacxor. ' ~ 63 SUBf11RTALS ~ 6.3.1 The Bidder shall, as soon as practicable err as stipulated is the Bidd'mg Documents, after aotificatian of selection for the award of a Contlatx, furnish to the Owns through the Arc~itcct in writing: ' .1 a designation of the Work to be pafarmod with the Bidder's own forces; .2 names of the mam>facxmers, produtxs, and the suppliers of principal items ~ systems of materials and equipment proposed for the Wand anti G' 1 3 names of persons or entities (iitchtding those who are to fmaish materials err equipment fa~icated tD a special design) proposed far the principal portions of the Work. § 63.2 The Bidder will be reglrirod tD e~blish to the of the Architect and Owns the reliability and responsibility of the persons or entities proposed to furnish and perform the Wark described in the Bidding Documeata. AtA Dogelsnt A7a1~ - 79x7. Qopyrlyht0197a.1874,1978,1987 eed 1987 by The MbrNwn haaNAe d AndelOda. AN r1yMs roaeresd. wAWaNli: 71ds AIA~ Dopalxrnt W proteclsd bt- tl.S. Oopyrlpht t,>tAr and 6dtvrraorri Traarks. Ihyrahorlaed nprad~a:Uon err dl:tribuaon of tlds AIA~ DoororwrM, err any poraon of it, nny rawer In ewers clue rwd crinNr~l panealas, and wNl be prosecuMd to fha exaxlmum extent possihls under the tare. Tlds dccunatreas produced by AU1 aear~are at i t~t4yt8 an 94neao9s under t7ider lro.t9oos9~l9e~ r w~rd~ eo~aa oa 7n~ao9. and ~ ace toy ra.alo. fleet Notax (973B9o97Z3q § 6.3.9 Prior to the executor of the Contract, the Architect will notify the Bidder in writing if either the Owner or Amhitoct, atEer due investigation, has rrasanable objection to a person ar entity proposed by the Bidder. If the Owns ar Architecx has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (1) withdraw the Bid ~ (2) submit an soceptable substitute person ~ entity with an adjusmuent in the Base Bid or Alternate Bid to Dover the diffesmce in cost occasioned by arch substitution. The Owrkr may soocpt the adjusted bid price or disqualify the Bidder. In the event of either withdrawal ar disqualification, bid security will not be farfe~ted. § 6.5.4 Persons and entities proposed by the Bidder and to whom the Owner and Ardritecx Gave nsade sa reasonable olsjecticn-amrst be-nscd-on-the Work-for which-they-were-proposed-and-shall-sat-be-changed-except-with-the written consent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYAENT BOND § 7.1 BOND REPENTS § 7.1.1 If stipulated in the Bidding Documents, the Bidder shall fisrnish bonds ooveong the faithful pesfcamance of the Contract and payment of all obh'gatiom arising thereunder. Bonds maybe secured through the Bidder's usnat sources. § 712 If the furnishing of arch hoods is stipulated in the Bidding Documents, the cost shall be inclndod in the Bid. If the furnishing of such bands is regrsited ati~x t of bids and before execntiorl of the Contract. the cost of each bonds shall be added to the Bid in determining the Contract Sum. § 7.1.9 If the Owner requires that bonds be secured from other than the Bidder's usual sources, changes in cost will be adjusted as provitdcd in the Cor~acx Documents. § 72 TWIE OF DELIVERY AND FORM OF BONDS § 72,1 The Bidder shaII deliver the regnircd bonds to the Owner not later than throe days following the date of execadon ~ the Contract. If the Work is to be coau®enced prior thereto in response to a letter of i~e~, the Bidder stroll, prior to of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with thin Section 7.2.1. § 722 Unless otherwise prnvidod, the bonds shall be written on AiA Document A312, Performance Board and Payment Bond. Both bonds shall be written in the anuormt of the Contract Sum. § 72.5 The bonds shall be dated on or after the date of the Conhad. § 72A The Bidder shall require theattorney-in-facx who etccecutes the required bonds on behalf of the surety to affix thereto a certified sad current copy of the power of attorney. ARTICLES FORM OF AGREEMENT BEI'MIEEN OWNER AND f~NiRACrOR Unless otherwise rogaired in the Bidding Documents, the Agreement for the Wos1~ will be written on AIA Docnunart A101, Standard Form of Agreemart Betvveen Owner and Coatractar Where the Basis of Payment Is a Stipulated Srmu. w- A701TM - rasa: Capyrlaht®ra~o, sera. +srs, tsar and sear by'itie Amerlmn tnalluts a All rphu roaervsd. wnnttarn: itra Docunsne hi protxbd M U.S. taopyrlpht tarn sad hwenstlonN itestlas. tlnarghsr~ed reproduction or dgelbutlon d tlde AIA Dooanant. ar ~ ao<aoe at a. nsay reMdt to savers dwt and aanrn.t perytilaa. arw wet bs praaecaMd to the arm~irnnn s~dsrrt paeribls andar ttN Isw.This uaar ""~ t70d"oea eyAw.ahaa,e a »~s~isonavnaraoos ~.~aarorterworoooae~tosa_s wtsch~rae on7n51~009. sndta nsttornrsete. () ' DIVISION 0 --BIDDING AND CONTRACT REQUIREMENTS SECTION 00110~SUPPLEAAENTALlSPECIAL INSTRUCTION TO BIDbER3-BID PACKAGE 2 ' COLUAABUI HEIGHTS PUBLIC SAFETY CENTER THE FOI,.I.OWING CONDITIONS AMEND, SUBTRACT OR ADD TO THE INSTRUCTION TO ' BIDDERS l~4 DOCUMENT A 701 ~ 1997 EDITION. ~- A ICLE 1 ' 1. ~FINITIONS ' 1.2 In the first line change the word "A201" to A201/CMa". 1.10 Add a new paragraph. ' °A Bid Division is a unit of work to be pertormed by a contractor and his subcontrac~on3 which forms part of the total proj~t. The term Bid Division should not be corrfuaed with the teen Technical Division. Basically, the Technical t Division specifies quality and pertormanoe, the Bid Division denotes work scope." 1.11 Add a new paragraph: ' "A Bid Division Description is a written description of the scope of work to be pertomned by a bidder in a specific Bid Division ° ARTICLE 3 ' 3. BIDDING DOCUMENTS 3.1 Copies ' 3.1.3 Insert the wonis ", Construction Manager" after the word "Owner" in the first Ane. 3.2 Interpn~tation or Correction of Bidding Documents. 3.2.2 Delete the period at the end of the paragraph and continue the sentenc® as follows: °... or make verbal request to the Architect at the Pre-Bid Meeting ' 3.3 Substitutions ' 3.3.1 Add the following: "Where several materials are specifred under the same heading, selection shall be at the option of the Bidder. Where materials or products ane specified ' accompanied with the phrase "Approved Substitution", or similar verbiage, the Bidder may sutxnk materials or products for approval in accordance with Subparagraph 3.3.2." ' 3.3.2 In the second line change the wore! "ten" to "seven working". ' 3.4 Addenda. 00110-1 ., $.4.3 Delete this paragraph. 4. BIDDING PROCEDURES 4.1 Preparation of Bids ' 4.1.1 Delete the remainder of sentence after the wont "Forms" and add the following ' words "provided by the Construction Manager,' 4.1.2 Delete this paragraph. 4.1.7 Delete the words "copy of the" after the first word 'Each". Delete the first two words in the thircl sentence "Each copy". ARTICLE 6 6.1 POST BID INFORMATION 6.1 Contractor's Qualification Statement Insert the wonis 'Construction Manager or" prior to the wort! 'Ar+chtted" in the fast line. 6.3 Submittals 6.3.1 In the second line, replace the vuorcl "Architect" with Construction Manager. Delete the colon after the worcl "writing", and add the following: "All Pn~-Contract PerFormanoe Submittals as specified in Section 00600". Delete items .1, .2, and .3 from this paragraph. 6.3.2 Insert the words 'Conslnxtion Manager" prior to the wort! "Ardi~t" in the first line. 6.3.3 Delete this paragraph in its entirety and replace with "Prior to the award of the Contn3ct, the Construction Manager will notify the Bidder in writing if either the Owner, Construction Manager, or Architect, after due investigation, has reasonable and substantial objection to any person or envy on such list, and refuses in writing to accept such persons or organization. The bidder may, at their option, (1) withdtevv the bid; (2) submit an aooeptable substitute person or entity at no dtar~e in cost; (3) submit an acceptable substitute person ~ entity with an adjustmerrt in the Bid price to cover the difference in cost occasioned by such substitution'. 8.3.4 Insert the words ", Construction Manager" after the word 'Owner" in the first line. insert the words ", Coractruction Manager" after the wont 'Owner' in the third line. ARTI LE 7 7. PERFORMANCE BOND AND PAYMENT BAND 7.1 Bond Requirements 00110-2 I ' 7.1.3 De1Qte this paragraph in its entirety and replace with "The sureties shall be authorized and licensed to conduct surety bus'mess in the state in which the Project is located, and the sure#a~ and any reinsuring companies shall be listed in the cement Deparbnent of the Treasury Circular No. 570 with an underwriting limitation equal to or greater than the Contract Sum.' ' 7.1.4 Add a new paragraph: ' "The Owner reserves the right to waive bonds on oontrads.° ARTICL ' 8. FARM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR In the second line Change the wad `A101' to A101/CMa". ' END OF SECTION 1 i 1 00910.3 ' DIVISION 0 -BIDDING AND CONTRACT REQUIREAAENTS SECTION 00200 -PROPOSAL SECTION - ~D PACKAGE Z ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.0 ATTENTION ALL BIDDERS A. This is a Construction Man~ement Project. There is no Generel Contractor. All contrddors on this Project are oonskler+ed prime - ~ - - - ~ c~or~tre~ctors-the Owner veil! award serrate contracts fog all-Bid-Divisi~s ' invohred in the Project. the Project will be administered by the Constnx~ion Manager. ' ~ 20 BiD DIVISION UNiT A. Although each Bid Division involves an obvious and recognizable segment of "conventional" subc:orrtra~cting, mulfipie centred performance requires that adjustments be made to permit the completion of a bid dvision as a ' construction unit. Each contractor is to review the total scope of their responsibiiities with romped to the work of their d'nrision and provide for same in their proposal. 3.0 BID DIVISION DESCRIPTION A. For clarification purposes the scope of the work involved in each Bid ' Division is defined in three ca#egories: '"EXCLUDED", "INCLUDED", and "ALSQ INCLUDED". ' B. Informatian provided under the heading "F~CCLUDED" is for the purpose of noting a point of beginning and/or to eliminate fringe involvements that might be inadvertently included In the scope of the work. information under this heading is not always r+equinetl to define a Bid Division. ' C. "INCLUDED" items are the obvious and/or "corrventiorml" work sco a of a P Bid Division. ' D. Information under "ALSO 1NCLUDIrD" points out the "unconventional" and/or less obvious items of work included in the Bid Division, as well as ' the cringe invohremen#s that crould inad+rerterrtly be missed in evaluating the scope of the work. Infamation under this heading is not always required to define a Bid Division. 4.0 MANDATORY INTERFACES A. The scope of each oontradors work is defined in the description of their ' Bid Division. Each contractor shall famr'~'arize themselves with the requiremerrts of those Bid Divisions that irrterfac~ with their own. They shag consider the fad that their work follows the work of another contractor and that still another oontredor will interface with the work of their Bid Division and the intent is to pnxluoe a complete and finished construction Pro]ed. 5.0 PRE-BID MEETING A. A Pre-Bid Meeting with interested bidders shalt be held after documents have been sent out and before the bid date. The purpose of the meeting ' is to familiarize bidders with the project. The Owner, Architect, Engineers, and Construction Manager shall be in attendance. The schedule of the 00200-1 meeting will be sent out by the Construction Manager. Bidders are urged to attend. 6.0 BIDDING AND AWARD A. All bidders must submit their proposal on the form provided. Failure to do so may jeopardize the offerers charx~s of receiving an award. B. There is no limit as to the number of Bld Divisions arty one contractor can - - - -bid.-However, each oontrac~a' is requested to enter a figure for each and every bid divis~n they are bidding, which may be a consideration for award in that division. Space is provided in the I~roposal Form to aaommodate combined proposals, if any contractor bidding more than one division wishes to be considered on this aitemate heals. C. The award of all Bid Divisions will be based on the dollar value of the proposal, the qualfications of the contractor and ability to pertorm. Bidders are cautioned to fill in all blanks on the pages of the proposal they are submitting by noting "N/A" in those blanks not applicable to their particular proposal. 7.0 ACCEPTANCE OR REJECTION Of BIDS A. The bidder by submitt'uig their bid: 1) acmowledges the right of the Owner to akxoept or reject arty and all bids and to waive any informal'dy or irregularity in any bid received, 2) acknowledges the right of the Owner to accept any combination of Bid Divisions the Owner desires, and 3) represents that they will accept award, regardless of who the other Bid Division contractors may be. 8.0 MILESTONE CONSTRUCTION SCHEDULE A. A milestone construction schedule for the Project has been developed by the Construction Manager. Each bidder is required to review the milestone dates indicated therein and to either endorse or amend them within the context of the portion(s) they are bidding. A space is provided on the Proposal Form for specific endorsement or amendment. B. The milestone dates as endon;ed and/or amended by the successful , bidders and akxepted by the Owner will be used as the basis for a Construction Schedule by whk:h the project will be built. C. The affect of any amendment to the schedule shall be considered when selecting a contractor for pertormanoe of the work due to the fact that time is of the essence to the Owner. Bidders are obligated to comment on the ' milestone dates if, In their opinion, they do not~realisticaily depict the time interval for performance of the work in their bld division(s). END OF SECTION 00200-2 DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00410 -MILESTONE SCHEDULE -PHASE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER The Milestone Schedule indicates completion dates for sign'~icant ac4ivities during the ' construction period. Completion of an activity is considered to be attained when the Work of subsequent activvities can proceed in acxordanoe v~fith their scheduled dates. ' During the construction period, a Construction Schedule will be collectively devebped and updated from current information and input from Contractors. The Constn~ion Schedule will detail contractor performance responsibilities between project milestones. ACTIVITY DESCRIPTION STA~T~TE WEEK OF Footings & Foundation 10-20-08 ' Bearir~ Wa11s 10-20-08 Mower Level Steel ) ! "j ~-~ Main Level Precast 1.4-Z?r06- j I ~-4- C?~ Main Level Steel 02-16-09 Roof Precast 02.23-09 Main Level Concrete 03-09-09 Lower Leal Concrete 03-30-09 END OF SECTION 1 oo21a~ -~ j'~tdlnc{u ~- Z io131og 1 ' DMSiGN 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00220 - GEOTECHNiCAL REPORT -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER PART i GENERAL 1.01 DESCRIPTION A. A geotechnical exploration was previously conducted by Braun Intertec ' Corporation and is available for review at the City of Columbia Heights Office. 1.02 USE OF DATA A This report is provided for the Engineer's use in design and is not to be considered a part of the Contract Documents. The report is not a warranty of t subsurface conditions. No responsibility is assumed by the Architect, Construction Manager or the Owner for subsoil quality or conditions. ' 8. Bidders should visit the site grid acquaint themsehres with all existing conditions. Prior to bidding. Bidders may make their own subsurface investigations to satisfy themselves ~ to site and subsurface conditions, but all such investigations shall be performed only under time schedules and arrangements approved in advance by the Owner. 1 1 1 1 1.03 OWNER'S TESTING AGENCY A. The Owner wiU engage the services of an independent testing frrm. This testing firm will take random soil compaction tests prior to placement of concrete slabs and footings. They will also do compressive testing on concrete cylinders prepared ~ the Contractor. All special inspection testing by Owner's consultant. B. Owner testing agency will not be responsible for testing ~ verifying proper soil compaction for each individual Contractor. Proper execution of the work is the Contractor's responsibility. C. Any extra or additional testing as a result of the Contractor failing to have his work acceptable at the time of the original testing, shall be borne by the responsible Contractor. D. Reference Section 01400 Quality Control for specific testing requirements. END OF SECTION 00220-1 ~~ = zo q II r EL '1'Y 1~Eq$g B R~AU N INTERTE~ September 12, 2008 Mr. Earl "Doc" Smith EDS Builders 404A Saint Croix Trail North Lakeland, MN 55043 Re: Addendum 1 to Geotechnical Evaluatbn Columbia Heights Public Safety Building 41~ Avenue Northeast Columbia Heights, Minnesota Dear Mr. Smith: Hrous Corpe~oNoa Phone. 651487.3245 1826 Buerkle Road I Frne 651,487.1812 Saitl Foul. MN 55110 V4ebc bra~lerleeoom Project SP-08-012918 This letter serves as Addendum 1 to our Geotechnical Evaluation Report for this project, dated May 12, 2008. This Addendum addresses increasing the allowable soil bearing capacity from 3,000 to 4,000 psf. Background In our Geotechnical Evaluation Report, we recommended a maximum allowable bearing capadty of 3,000 pounds per square foot. Structural loads were not finalized when we wrote our geotechnical report, so we assumed a maximum column load of 500 kips and maximum wall load of 10 kips per linear foot. New Information According to Mr. Ronn Winkler, the structural engineer for this project, the maximum column load fvr this project will be about 420 kips, with most of the column loads around 350 kips or less. M r. Winkler also reported that the wall toads will range from about 6 to 10 kips per linear foot. Recommendations Based on the provided structural loads and the soil conditions observed during wnstruction, it is our opinion that the allowable bearing capacity for this project can be increased to 4,000 psf, while maintaining settlement limits of about 1 inch or less of total settlement and about l4 to'K inch of differential settlement between columns and perimeter footings. Remarks This addendum should be attached to and considered a part of our original Geotechnical Evaluation Report. With the exception of any results or recommendations changed by this Addendum, the information contained in our Geotechnical Evaluation Report remains unchanged. IDS Builders Project SP-08-012916 September 12, 2008 Page 2 If you have any questions about this Addendum, please contact Steve Martin at 651.48]'.7026. Sincerely, BRAUN INTER7EC CORPORATION Professional Certlflcatlon: I hereby certify that this plan, specHication or report was prepared by me or under my direct supervision and that i am a duly licensed Professional p~r~ under the laws of the State of Min ~~ B ~~ i` r I.IC~NBED Steven B. Martin, PE ~ ~~~ • 8W~31IV~'eR .~ Senor Engineer % : g Ucense Number.'41271 ~"'• eta '"~~,~ 4}~•. v -CT !~.....r' ~~{{ Mark 1. Jenkins, PE Senior Engineer Attachments: c: Mr. Kevin Hansen, City of Columbia Heights Mr. David Olds, Buetow and Associates Mr. Ronn W[nkler, WinklerStructural Addendum ~~~ I NTE RTEC 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 Geotechnical Evaluation Report Public Safety BuNding 41a Avenue NE Cdumb~ Heights, Minnesota Prepared far City of Columbia Heights Professional Certiflcatiorr: I hereby certify that this plan speaficsition~ or report was prepared by me or under my direct supervlsbn and that I am a duly Licensed Profess ~$ ~jnginee~ under the laws of the Slate of MI ~~ .~~ •,,......~q +,~ r ~ LICENS~p "'~ _ ~ I~ROF IOt~i1! Steven B. Martin, PE ~ i ~~~ Assodate Prtndpal ~~ ~.. ~~ .: ~~ rise Nu~mt>~ 41271 •~~~''-•,....•'' • ay ~~ ~14' Project SP-~-01291 Braun Irrtertec Corporation ~~ p59 * ~~o ~e BRAVN INTERTEC May 12, 2008 _Mr... Kevin_Hansen_ City of Columbia Heights 590 40'~ Avenue NE Columbia Heights, MN 55421 Re: Geotechnical Evaluation Public Safety Building 41't Avenue NE Columbia Heights, Minnesota Dear Mr. Hansen: 810e11 ~dN'tee CO~tlOglllell 1826 Buerkle Rood Sold Pod, MN 551 l0 Project SP-08-01291 Phone: 651.487.3245 r~ OS1A87.1812 1Neh: brauninbAscoom We are pleased to present this Geotechnical t-valuation Report for the Columbia Heights Public Safety Building. A summary of our results, and a summary of our recommendations in light of the geotechnical issues influendng design and construction, is presented below. More detaged tnformatbn and recommendationsfollow. Summary of Results We completed thirteen standard penetration borings as part of our evaluation. Borings ST-1, ST•2 and ST-3 initially encountered pavements. The pavement sectbn was approximately 12 to 14 inches thick (3 to 4 inches of bituminous and 8 to 11 ind~es of aggregate base) at each boring location. Existing flIE was encountered below the pavement materials at the boring locations. The existing fill extended to depths of between about 1 to 20 feet. Having penetrated the pavement and existing fill, gladal till was encountered at all boring locations. The glacial till was encountered to varkws depths between Tip to 25 feet. However, pockets of gladal oulwash were also encountered in Borings ST-12 and ST-13. The outwash enwuntered to termination depth at both locations. Groundwater was not observed as our soli borings were advanced. Based on the moisture contents of the geologic materials encountered, it appears that groundwater was below tl~e depths explored. Summary of Recommendations The geotechn'lcal [eau's: influencing design of foundations and slabs appear to consist of the follow ftems: 1) Existing till was noted to be locally loose or soft in the footprint of the old school building. Uncontrolled fill will induce settlement under structural and trafflc loads within the building footprint and pavement areas especially at Boring ST-4 where the existing fill extends relatively deep, 2) Locally soft glacial soils may also be encountered during excavation, and 3) Clayey soils when wet can become increasingly difficult to work with. causing rutting and overaN general weakening of the soil under construction traffic. Based on discussions and regarding these issues. we developed recommendations, provided in the attad~ed Geotechical Evaluation Report Remarks BRAUN INTERTEC Celebrating SO yeas: of growth through aenrice and tr+rst City of Columbia Heights Project SP-08.07297 May 12.2008 Page 2 Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questbns about this report, or ff there are other services that we can provide In support of our wank to date, please call Sarah Mathes at 657.487.7080. ' - - - Sincerely; ~ -- .. .. .... . - BRAUN INTERTEC CORPORATION Sarah A. Mattes Steff Engineer .~~~y~ Steven B. Martin. PE . Assodate Prlndpal c: Mr. Doc Smith, EDS Builders Mr. David Olds, Buetaw and Associates C3eoteohNcal Report s RAU N 1NTERTEC ii Table of Contents Description Page A. In#roduction ........................................................................................................................1 A.1. Project Description .................................................................................................1 ' A2. Purpose ...............................................................................................................1 A.3. Background lrrformatton and Reference Documents. .1 A.4. Site CondRions .......................................................................................................2 A.5. Soope of Servioes .................................................................................................. 2 ' ~ A.S.a. Reoonnaissance ............................................................................. 2 A.5.b. Stakirtg and Surveyhg.. .2 A.S.c. Subsurface Expkxation ......................................................................2 B. Results ...............................................................................................................................3 `~ B.1. Exploration Logs ................................................................................................. 3 B.1.a. Log of Boring Sheets ......................................................................... 3 B.2. B.1.b. Geologk: Origins .................................................................................~ 3 Geologic Profile.. .. . 3 B.2.a. Pavement Materials ...........................................................................4 B2.b. Existing F'~II ........................................................................................4 B2.c. Glacial Soils .......................................- . 4 ' ........................................... B2.d. Inferred Geooogk: Material Properties. .4 B2.e. Groundwater ..........................:........................................................... 5 8.3. Laboratory Test Results ...................................................................................... b C. Basis for Recommendatkms. . 5 C.1. Design DetaBs ............................. .................................................................... 5 .. ..... C.1.a. Binding Structure Loads ................................................................... b ' . 8 C.1.b. Pavements and Traffic Loads .......................................................... C.1.c. Anticipated Grade Changes.. . 6 C.1.d. Settling Pond ..................................................................................... 8 C2. C.1.e. Precautxms Regarding Changed Ir~formatbn ................................... 8 Design and Construction Conslderations ............................................................... 6 D. Recommendations .............................................................................................................. 7 ' D.1. Building Subgrade Preparation .............................................................................. 7 . 7 D.1.a. Excavatlons ............. . .. .... .. ..... ..... ~.... . :: ..... .............. .......... ......... .. .. D.1 b. Excavation Support .... .... .. ..,.. ....... ....... 8 : : D.1.c. Selecting Excavation Baddill and Additional Required Fill .......:........ 8 ' D.2. D.1.d. Placement and Compaction,of Backfill and FiN :::::::::::::::::::::::::::::::~ 9 Spread Footirwgs. .9 D2.a. Embedment Depth ............................................................................. 9 D.2.b. Net Allowable Bearing Pressure ........................................................ 9 D2.c. Settlement.. .................................................................9 D.3. Below Grade WaUs ............................................................................................10 .. D.3.a. Drainage Contrd .............................................................................10 .10 D.3.b. Selection Placement and Compaction of Backfill ' .......................... D.3.c. Configuring and Resisting Lateral Loads. .10 D.4. Interior Slabs ........................................................................................................11 ' D.4.a. Subgr-ade Modulus .................~.....................................................~ 11 D.4.b. Moisture Vapor Protection . .11 ,' BRAUN INTERTEC Table of Con~eints ~Continuec>l) D.S. Exterior Slabs ....................................................................................................... 12 D.6. Pavemerrts ........................................................................................................... 12 D.B.a. Pavement Subgrade Preparation .................................................... 12 D.6.b. Subgrade Proof-Roll ........................................................................ 13 D.B.c. Deslgn Sections ............................................................................... 13 D.6.d. Materials and Compac~ior~ ................................................................. 13 D.s.e. Subgrade Drafnage ............................................................................ 14 D.7. Utllities ............................ ............................................................................... 14 ....... D.7.a. Subgrade Stabilization.... ............................................ ........ . ..... 14 . D.7.b. Selection Placement and Compactlon of Badcflll ........................... 14 D.S. Settling P'ond ........................................................................................................ 14 D.9. Construction Q~IRy Control ................................................................................ 14 D.9.a. Excavation Observations ................................................................. 14 D.9.b. Materials Testing .... .... .......................................................... 14 D.9.c. Pavement 5ubgrade ProoF Roll ....................................................... 15 D.9.d. Cold Weather Pr~autions .............................................................. 15 E. Procedures .............. .................................................................................................... 15 E1. Exploratory Borings .............................................................................................. 15 E.2. Material Classification and Testing ................................................ ............... 15 E.2.a. Visual and Manual CfassiflCatbn ..................................................... 15 E2.b. Laboratory Testing ....................................................................... 16 --E.3. Groundwater Measurements ............................................................................... 1$ F. Qualifk;atlons ................................... ........................................................................... ... 18 F.1. Vartatwns in Subsurface Conditions .................................................................... 16 Fj1.a. Material Strata .................................................................................. 16 , F.1.b. Groundwater Levels ......................................................................... 16 ' F.2. Continuity of Professional Responsibility ............................................................. 17 F.2.a. Plan Revtew ................................................................................... 17 F.2.b. Construction Observations and Tesfing ........................................... 17 F.3. Use of Report ....................................................................................................... 17 F.4. Standard of Care .................................................................................................. 17 Appendbt Boring Location Sketch Log of Boring Sheets DescriptiYe Terminoio~- s~wu~ INTERTEC ~~9 ~ =gyp ~ a sRAUN INTERTEC A. introduction I A.1. Project Description Braun InNrlu Corporagon Plwne: 651AB7.3245 1826 Buerkle Rood Fooc 651A87.1812 Soinr ~ MN 55110 Wei brounY~arracwm This Geotechnical Evaluation Report addresses the constriction of the proposed Columbia Heights Public Safety Building. The scope of the project is shown in the site plan provided by Buetow and Associates In the Appendbc. A.2. Purpose The purpose of our geotec~lnical evaluation per the RFP provided by EDS Builders, dated March 26, 20t?8: • charecterize subsurface conditions within the proposed Public Safety Building. • provide recommendations for the preparatbn of the subgrades for support of foundations, slabs, pavements and utilities, ^ provide recommendations for paving thicknesses at contxete, Itght-duly bituminous, medium-duty bituminous and heavy~duty bituminous, • provide recommendations for slab thicknesses at Jnterior offices, apparatus bay and parking garage, • provide recommendations for exterior stoops, ^ provide soil analysis to 15 feet within proposed settling pond. A.3. Background Information and Reference Documents To facilitate our evaluation, we were provided with or reviewed the following information or documents: ^ Site plan provided by Buetow and Assoaates • _ Gedogic atlas s ~AV INTERTEC Celebrating SO years of growth through ser~dce and trust City of Cdumbia Heights Project SP-08-01291 May 12, 2008 Page 2 A.4. Site Conditions Our reference documents indicate that there was a school buNding on the south end of the proposed site which has been demdished and irs footprint backfitled. No records have been provided for compaction testing on the backflll material or of excavation observatbns after the removal of the structure. Currently, the site slopes down on the south end to a relatlvelyflat site. Bituminous pavemerrts partially cxwar the sitae, while the remaining portions consist of landscaped areas. A.5. Scope of Services Our scope of services for this project was originally submitted as a Proposal to Mr. Doc Smith of EDS Butiders who provided authorization to proceed on April 8, 2008. Tasks completed in accordance with our authortzed scope of services are descNbed below: Our scope of services was performed under the terms of our June 15, 2008, General Conditbns. A.S.a. Reconnaissance We performed a reconnaissance of the site primarily to evaluate equipment access to expbration locs~tions. A.S.b. Staking and Surveying We staked exploration locations by measuring dimensions from nearby buildings or other site features with a tape or surveyor's wheel at approximafie right angles from those references. Surface elevations were measured using a survreyor's laud. We referenced surface elevations to the fire hydrant boated at ~1e Avenue and Jackson Street NE, whose top nut was reported to be at elevation 925.15 from the verfrfbafie of survey provided by Kemper 8 Assodates, Inc.. A.S.c. Subsurface Exploration We drilled thirteen standard penetration test bormgs far the proposed Public Safety Fadltty as shown on the attached drawing provided by Buetow and Assodates. Borings were drNled as listed blow. ^ Stx borings were drilled vuithin the proposed bufldtng, extending them to 25 feet. ^ Fhre boring were drilled within proposed pavement areas, extending them to 10 feet. ^ One boring was drill within the proposed settling pond, extending it to 15 feet. s Ra,u ~ INTERTEC ' City of Columbia Heights Project SP-08-01291 ' May 12, 20x8 Page 3 ^ One boring was drilled within an underground holding tank excavation area associated with NEi CoAege of Technok~-, extending R to a depth of 15 feet. This boring was Intended to be Boring ST 7 as shown on the sketch, however Boring ST-4 encountered the deep fib placement after the . tank removal. ' Penetration tests were performed at 21/2~oot vertical intervals to a depth of about 15 feet, and at 5~oot intervals at greater depths. ' ~ B. Results B.1. Exploration Logs B.1.a. iAg of Boring Sheeirs log of Boring sheets for our penetration test borings are included to the Appendix. The logs lientlfy and describe the geologic materials that were penetn~ted, and present the results of penetratbn resistance, laboratory tests performed on penetration test samples retrieved from them, and groundwater ' measurements. . Strata bourxtaries were inferred from changes in the penetration test samples and the auger cuttings. ' Because sampling was not performed contirxmusly, the strata boundary depths are only approximate. . The boundary depths likely vary away from the boring kx:ations, and the boundaries themsehres may also ' ocxur as gradual rather titan abrupt trans'fions. ' B.1.b. Geologic Origins ' Geologic origins assigned to the materials shown on the bgs and referenced within this report were based on: (1) a review of the background information and reference documents pted above, (2) visual dassific~tion of the various geologic material samples retrieved during the course of our subsurface ' exploration, (S} penetratbn resistance, (4} laboratory test results, and (5) avalable common knowledge of the gedogic ~ocesses and environments that have impacted the sUe and surrourxting area in the past. ' B.2. Geologic Profile ' As revealed by the soil boring logs, the site is underlain with a variety of geologic materials including existing fiti, glacial soils and alluvial soils. 1 ~ sRauN t INTERTEC Cry of Cdumbia Heights Project SP-08-01281 May 12, 2008 Page 4 B.2.a. Pavement Nlatsrials Pavement was encountered at Borings ST-1, ST 2 and ST-3. The pavement section was appro~dmatefy 12 to 14 inches thick (3 to 4 ind~es of bituminous and 8 to 11 inches of aggregatie base} at each boring Location. 8.2.b. Existing Fill Existing fill was encountered below the pavement materials at the boring locatbns. The existing fill extended to depths of between about 1 to 20 feet. The existing fill consisted of poorly graded sand (SP), poorly graded sand with silt (SP~SM~ silty sand {SM), dayey sand (SC) and sandy lean day (CL). The fill was shades of broom and gray and was typically moist, but oocasbnally wet. 6.2.c. Glacial Soils Having penetrated the pavement and existlrtig fql, glacial tGl was enoountered at a!I boring Locations. The glacial till was encountered to various depths between 7'~ th 26 feet. The gladal flit consisted of sandy lean day (CL) and dayey sand {SC) that was shades of gray and red bm~m and was generaly moist to wet. However, pockets of g~cal outwash were also encountered to Borings ST-12 and ST-13. The oulwash sons were encountered to termination depth in both Borings. The gladal outwash consisted of fine-to- medium grained poorly gn3ded sand (SP}, poorly graded sand with silt (SP~M) and silly sand {SM) that was typically moist. After penetrating the pavement, existing fill, glacial till and glacial outwash, Borings ST-1, ST-3, and ST~6 encountered glacofluvium to termination. The glacioAuvfum consisted silt (ML) that was shades of brown and gray and was moist to wet. B.2.d. Inferred Geologic Material Properties The results of our penetration resistance testing are summarized below in Table 1. Comments are provided to qual'~Fy the stgnfficanoe of the results. Table 1. t~enetration Reststanoe Data iianga of Penstratlon taeologk Material Classiflk~tion R~esisfanoea Comments SP, SP-SM, 3M, 3C, Variable and locapy poorly F~Sttng Fit Cl. WH" to 29 BPF oompateed 4 to 29 BPF. Generapy Gladal Sops- Cohesive CL, SC bela-een 7 b i6 BPF Rather soft to very stlif Very !Dose to medium Gladal Soils-Cohesbntess SP, SP-SAA, SM, ML 2 to 34 BPF dense WH• = vvebht of hammer s Rau N INTERTEC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 City of Columbia Heights Protect SP-08-01291 May 12, 2008 Page 5 B.2.e. Groundwater Groundwater was rwt observed as our soil borings were advanced. Based on the moisture contents of the geologic materials encountered, ~ appears that groundwater was below the depths expbred. B.3. Laboratory Test Results Results of our laboratory casts are presented bekyw ~ Tables 2. Table Z. I..aboratorv Cllasslflca0on Test Resuks LocaCon Semple Depth (tt) Ctassitication AAoisture Content (X) Perosrn Passing a SZ00 Sieves Liquid Limn Plastic index ST 1 25 CL 15 - - - ST 1 7.5 CL 17 S7 - - ST~ S CL 17 - - - ST~ 7S CL 18 - 30 96 ST-4 5 SP-SM 7 12 - _. STS 2.5 CL 14 - _- - ST-t3 5 CL 23 - - - ST 7 5 SC 15 49 - - ST$ 5 SC 21 42 - - ST-0 5 CL 16 - - - ~ ~ ST 10 2.5 5C 17 - - - ST 10 5 CL 15 .- 27 14 ST 11 2.5 CL 94 - - - ST 12 2.5 CL 1$ 47 - - ST 12 S CL 16 - - - ST 1S 7.5 CL 16 - 2$ 14 C. Basis for Recommendations C.1. Design Details C.1.a. Building Structure Loads We understand that the proposed Public Safety building wfll consist of a one to iwo-story stnrdure with bebw grade parking. We assume an approxima#e k>wer level slab elevation of 1108 therefore, corresponding to a firstst floor elevation of 922. s Rwu N INTERTEC City of Columbia Heights Project SP~8-01291 May 12, 2008 Page 6 We have assume the below grade will be constructed with concrete or masonry block and above grade levels wAl be tronstructed with steel framing. We aMiapate that maximum bearing wall loads associatied with the proposed one to two-story public safety building wNl be 10 kips per Weal foot (kid; column loads wiN be 600 kips per column. C.7.b. Pavements and Traffic Loads Paved areas wiN presumably surround the proposed structure. We have not been provided wRh detaNed traffic information, but Irve assumed traffic will likely consist of automobNes, light-duty trucks and large fire tnx;ks therefore requtrtng Nght-duty and heavy~duly pavement sections. We have assumed that the average daNy wiN account to approximately 200,000 E~uivalerrt 18-kip Single Axle Loads in heavy-duty areas and S0, 000 in light-duty areas. The pavements may consist of biha~ninous andlor concrete. C.1.c. Anticipated Grade Changes Cradlrtg plans have not been developed for this site, however per discussions with Mr. Doc Smith of ED3 BuBders, approximately 8 to 10 feet of fiN will be placed to bring the site up to elevations comparable to adjacent embankments. C.1.d. Settling Pond We understand that a settNrag pond wNl be ioc:ated in the norNwrest portion of the site. Based on the site plan and site sunray provkied by EDS BuNders, we assume proposed pond elevatlon to be approximately 909. C.1.e. Precautions Regarding Changed Ir~formatlon We have attempted to describe our understanding of the proposed oonstrudion tD the extent R was repor~d tD us by others. Depending on the extent of available information. assurinptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be rwtifled. New or changed lnforrnatlon could require addit'wnai evaluation, analyses arxi/or recommendations. C.2. Design and Construction Considerations The geotechniced issues influencing design of foundations and slabs appear to consist of the folaw items: Existing fNl was noted to be locally !Dose or soft in the footprint of the dd schod buikling. Urx;ontrofled fNl will induce settlement under structural and traffic loads within the building footprint and pavement areas especially at Boring ST-4 where the existing fiN extends r+elatlr-ely deep. B RI-U W INTERT~C City of Columbia Heights Project SP-08-01291 May 12, 2008 Page 7 ~. • Cven highly compacted fill wiN settle sii~hUy under it's own weight, and when fill depths eocceed 8 to 10 feet, that settlement could exceed the proposed structures settlement tolerance. divan the antidpated deep fUl areas within portbn of the budding pad, consideration should be given tD the fill materials placed at or below elevatbn 8~ ti s8hr or clayey soil are used as fill in these areas . , a constructbn delay would be required between gn3ding and foundation placement, dean sand ' should be considered for the fill material to accelerate this process prior to footing placement and limit post construction settlement. ' Locally soft glacial sous may also be encountered during oonstnu~ion near the surface and/or daectly below the existing fiq. These sops should be removed and replaced prior to the placssnent of foundation. pavements or additional fill. ' soils when wet artlalar'I dur s and fall mont can me incre Y , P Y ~ PNn9 hs, beco asingly difficult ' ~ to work with, caustr~ rutt&~ and overall general weakening of the soil under construction traffic. H this does oax~r restabilization options indude:1) scarifying, blending and recompacting soils or 2) subcxitting and removing the soil that has become soft or weak and repladng with a granular ' subbase. . Based on discussions regarding our findirt~, we devebp recommendations for the proposed Public ' Safety Building foundation, basement slab and pavements. Those recommendatlorw are presented below in Section D. . . D. Recommendations ' In acoontanoe with our findings, below are our recommendatbns for the proposed Public Safety Building foundation, basement stab and pavements. D.1. Buiiding Subgrade Preparation ~ D.'I.a. Excavations We recommend stopping all surface vegetation, root tunes, paverrierrts and existing fdl be removed from ' below the building footprint and oversize area. Arrtidpated excavation depths and bottom elevations for esc~ of the so>f borings located within the proposed building are shown bebw in Table S. sRwuH INTERTEC Cry of Columbia Heights Project SP-08-01291 l1Aay 12, 2008 Page 8 1 able 3. excavatio n uspm8 anti rim erevatiOnS L.ocatlon Surface Elevation , Antldpated Excavation Depth (tq Corresponding Bottom Elevation Antldpated Flll Dapth ~ 8TH 904$3 734 897.33 10° ST-4 ~ 90423 20 884.23 22° 8T-6 905.36 734 897.85 23° 8T 10 906.79 234 904.29 1 8T 12 906.63 234 904.13 3° 8T 13 908.39 734 898.89 22' ° = Antidpated pia depth tD reach 1 foot below Mashed floor elsv~on in the preposed Are stailoa (elevatlon 922}. ° = Mtldpeted flY depth to reach 1 loot beb~w basement boor ~evoaflo~n (etsvaticn 9fIB}. Excavation depths wil vary between the soil boring bcatbns. Portions of the excavatbns may also be deeper than Indicated by the soil boring profile. Contractors should also be prepared to extend excrevations in.wet orfine-grained soils to remove disturbed bottom soils. To provide lateral suppott tD replac;ement baddiY, additional required fiq and the structural bads they w>8 support, we recommend overslzing (widening) the excavations 1 foot hor[zontally beyond the outer edges of the building perimeter footings, or pavement limits, for each foot the excavations extend below bottom- af-footing or pavement ~tbgrade elevatbns, D.7.b. Excavation Support The existing fill is considered a Type C and gladal sobs are a Type B Soil under OSHA guklellnes. Unsupported excavations In the existing f 111 should therefore be maintained at a gradient no steeper than 13~ :1(horizontal:verttt~ or for gladal soils a gradient no steeper than 1:1 (Itori~ontal:vertic:alj. D.7.c. Selecting Excavation~Backfill and Additional Required t=111 On-site sops free of organic soil and debris can be oonsWered for reuse as backflll and fiM. The existing fill and glacial tNi, however, beir~ fine-grained, will be more difticult to compact if wet or allowed to become wet, or iF spread and compacted over wet surfaves. Imported material needed to replace euccavation spoils ar balance cut and fill quantities, may oorreist of sand, silty sand, clayey sand, sandy lean day or lean day. We recommend, however, that the plastic index of these mate~ats not exceed 15. SRa-uw I NTE Rl'EC 1 C9y of Columbia Heights ' Protect SP-08-01291 May 12, 2008 ~9 However, for consinx~ion issues stated in Section C.2, vMe recommend that imported material needed b ' replace e~a:avation spots at an elevatbn greater than 898 within the proposed building footprint, consist of sand having less than 20 peroer~t of the partides by weight passing a #Z00 sie~re. 1 D.1.d. Placement and Compaction of t3acklTli and Fill We recommend spreading baddill and fill in loose figs no thicker than 92 inches. We recommend compading baddill and fill in acxordance with the criteria presented blow in Table 4. The relatiire compaction of utJlity baddill should be evaluated based on the structure bebw which tt is installed, and vertk:al proximity to that structtxe. Table 4. Compactbn Recommendations Summary Reference Relath-e Compaction, percent (ASTM D 898 -standard proctor) Moisture Content Variance from Optlmum, P~t~ P At or below elevation 888 100 -1 b +8 Above elava9on 898 98 -1 b +3 Below slabs 95 -1 b +3 Below pavements, wfttdn S feet ~ subgrade elevations 400 -1 b +3 Below pavements, more ~ 3 feat below subgrade elevatlona 96 -1 b +3 Bebw IandsCeped surfaces 90 -b b +5 D.2. Spread Footings L! 1 1 D.2.a. Embedment Depth For frost protection, we recommend embeddng perimeter footings 42 Inches below the bwest•exterior gn~de. Interior footings may be placed directly below floor slabs. We reonmmend embedding building footings not heated during wires cmr>sbuctbn, and other unheated footings associated with canopies, stoops or sidewalks 80 inches below the lowest exterior grade. D.2.b. Net Allowable Bearing Pressure We recommend simng spread footings to exert a net alkwvable bearing pressure of 3,000 pounds per square foot {ps17. This value includes a safety factor of at least 3.0 with regard to bearing capadty falure. The net albwable bearing pressure can be ina'eased by one-third Its value for occasional transient bads, but not for repetitive bads due to traffic, or for other live bads from snow or occupancy. D.2.c. Settlement ' We estimate that total and ddferen9al settlements among the footings wiA amount to less than 712 and f inch, respectlvey, under the assumed loads. ~RAV N ~NTERTEC Cfty of Cdumbia Heights Project SP-08-01281 ru~y 1z, zoos Page 10 D.3. Below-Grade Walls D.3.a. Drainage Control ' We recommend installhwg subdratns behind the below grade walls. ac~aosnt to the wall footings below the slab elevation. Preferaby- the subdreirw should consist of perforated pipes embedded in washed gravel, which in tum is wrapped in filter fabric. Perforated pies encased in a filtsr'sodc' and embedded to washed gravel, however. may also be considered. We recommend routing the subdrafis to a sump and pump capable of routing any accumulated groundwater to a storm sewer or other suftable dhzposal site. D.3.b. Selection Placement and Comp~ion of Badd'ill Unless a drainage composite is placed against the backs of the eocterior perimeter belowv-grade walis~ we recommend that backflll placed within 2 horlaorftai feet of those walls consist of sand raving less than 50 percent of the partiddes by weight passirwg a #40 sieve and less than 5 peroent of the partldes by we~ht passing a #Z00 sietie. Sand meeting this gradation will need to be imported. Exterior badddl not capped wft~ slabs or pavement should be capped with at least 6 inches of topsoil to Itmft the infiltration of surface drainage into the badcftll. The finished surface should also be sbped to divert water away from the walls. D.3,c. Conflguring and Resisting Lateral Loads Recommended equivalent fluid pn3ssures for wall design based on active and at-rest mirth pressure oondftions are presented below in Table 5. Assumed wet unft baddYl weights. and internal friction angles are also provided. The recommended equvalent fluid pn3ssun3s in particular assume a levy backflll with no surcharge - they would need to be revised far sloping baclsilt or other dead or live loads that are placed within a horiaorrtal distance behind the walls that is equal to the height of the walls. Our design values also assume that the wails are drained so that water cannot accumulate behind the walls. These values are un#actored. s Rau ~t 1 NTE RTEC 1 1 1 1 1 1 J CRy of Columbia Heights Project SP-08-011 MaY 92, 2008 Page 1l Tsble 5. Recom mended Below-G n~de Walf Design ['amm eters Equivalent fqulvaterrt Equivalent Fluid Fluid Fluid Frlcxlgn Pressure, Pressure, AF Pressure, Wet Unit Weight Mgla ACtiva Case Rest Cane Passive Case Sliding Backflll (pct) {+~8) {lam its) (Pcfl Friction ImporEed Sand {8P or SP SM) 120 32 32 80 qq2 ,g On•~e Sotls 125 25 51 73 300 .3 To design for sand backflll, excavations required for wall construction should be wide enough and flat enough so that sand is present within a none that (1) extends at least twro horizontal feet beyond the bottom outer edges of the wall footings (the wall heel, not the stem) and then (2) rises up and away from the wall at an angle rro steeper than 60 degrees from Horizontal. We antldpate these geometric oondittons will be met ff the excavations meet OSHA requirements for the types of soils likely tD be exposed in the excavation, and the wail footings are cast against wood forms rather than any portion of the excavation. D.4. Interior Slabs D.4.a. Subgrade Modulus We recommend using a modulus of subgrade reaction, k, of 150 pounds per square inch per Inch of deflection (pcl) to design the slabs. DA.b. Moisture Vapor Protection ff floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor retarder or vapor barrier be place immediately beneath the slab. Some contractors prefer to bury the vapor retarder or barrrer•beneath slayer ofsand to reduce curling and shrinkage, but this practlce risks trapping water between the slab and vapor retarder or barrier. Regardless of where the vapor retarder or barrier b placed, we recommend consulter with floor cx»r~ing manufacturers regarding the appropriate type, use and Installation of the vapor retarder or barrier ~ preserve warranty assurances. sRAU~ 1NTERTEC City of Columbia Heights Project SP-fl8-01291 May 12.2008 Page 12 D.S. Exterior Slabs ' Exterior slabs wil be underlath with existing 1tp or glacial tip sofls that wpl cons~t of clayey soils. which are considered moderately th highly frost susceptible. Wide gradir~ to direct surface drainage away from ' buildings and toward area etch basins or other drainage structures help limit the potential for saturation and subsequent heaving to ocxcsr, even pmtted amourrts of ground movement can be detrimental th stab performance or a nuisance to building employees and guests. ff heaving is a concern, one way to help , emit its poteMlal oocurrerxre ~ to remove frost-susc~ptlble sops present below the overlying slab "footprints' down to bottom-of~ooling gn~des and replace them with non-frost-susceptible sand barring ' less than S percent of the particles by weight passing a f~00 sieve. For large slabs arxt bng sidewalks in front of building entrances. excavations to remove frost-eusc~tible ' soils maybe extensive. However, removing the frost~suscmptible soils from below the slabs at entrances only coukt cause abrupt differential heaving on either side of the entrar~. To both reduce eoccavation quanCities and the potential for unfavorably abrupt di(fererrtMl heaving to occur near budding entrances. we ' recommend sloping excavations made to remove frost-susceptible soils from below slabs at a S:1 (horizontal:vertical). orflatter. gradient. The bottoms of the excavations should be sloped to drain away , from the buNding, and perforated drainp~es should be instaped along the bottom outer edges of the excavations to coped and dispose of water that could otherwise accumulate within the badcfill. One altematNe for reducing frost-related heave is to place at least 2 inches of extruded po{ystyrene foam , tnsulatbn below the slabs arx! extend it approximately 4 feet beyond the outer edges of the slabs. The insulation may have to be butted below a cushion of sand or gravel to protect it during construction. ' Another alternative is to support the slabs on frost-depth footings, and suspending the slabs at least 4 inches above the underlying subgrade sops to eooommodate heaving witiwut it affecting the slabs. D.B. Pavements D.fia. Pavement Sub rode Pre ration 9 Pa After stripping existing pavements and topsoil, we recmnmend scarifying. blending and recompactlng the exposed subgrade materials to at feast 96 percent of their maximum standard Proctor dry densities or 100 ' peroent iF in the top 3 feet. prior to placing any additional fNt to meet design grades. Excavation baclcfiil and additional required fill placed in pavement areas should be spread and compacted ' in accordance Nn'th the recommendations provided above In Sectbn D.1. 1 senuN __~ INTERTEC ' 1 City of Cokambia Heights Project SP-03.01297 May 12, 2008 Page Z 3 D.6:b. Subgrade Proof-Roll ' Prior to placing aggregate base material, vue recommend proof-rolling pavement subgnldes to determine if the subgrade materials are loose, soft or weak, and in need of further stabif¢atlon, compaction or subexc;avation and recompaction or replacement. A second pn~of-roll shoukt be performed after ~e aggregate base material Is in place, and prbr to pladng bituminous or concrete pavement. ' D.6.c. Design Sections Lab~atory tests to determMe an F~value for pavement design were not included in the scope of this project. Based on our experience with similar projects in the ~, however, it is our opinion that an R ' value of 20 can be assumed for design purposes. Based upon the aforementioned traffic loads and an R-value of 20, we recommend alight-duty pavement section that Inductee 334 inches of bituminous pavement {a 134 -inch surface course over a 134 -inch base course} over 9 inches of aggregate base materral. For heavy-duty areas, we recommend 4 Indies of ' bituminous pavement {a 2 arch surface course over a 2-fich base course}over 10 inches of a~regate base material. ' Where concrete pavemerrts will be ut~iaed, we recommend that at least 6 ind~es of aggregate base be placax! over the subgrede to provide more uniform support for the concrete, and tD provide a more stable working platform for construction. We recommend a minimum 5-inch thick wncrete slab in light-duty ' areas and a minimum 8anch thick concrete slab in heavy-duty areas. ' The above pavement designs are based upon a 20~rear pertormance Ilfe. This is the amount of time before major reconstruction is antidpated. This performance life assumes maintenance, such as seal coating and crack sealing, is routinely performed. The actual pavement life will vary depending on ~ ., variatlormz an weather, traffic oond~iions and maintenance. D.6.d. Materials and Compaction We recommend specifying crushed aggregate base meeting the requirements of Minralsota Department of Transportation (MnIDOT) Spedfication 3138 for Class 5. We recommend that the bituminous wear and ' base courses meet the requirements of Specifications 2980, Type MV. We recommend the aggregate gradations for the asphalt mixes meet Gradation Number 3 for the base course and Gradation 3 for the surface course. We recommend the Performance Graded Asphalt Dement be a PG 84-28. ' We recommend that the aggregate base be compacted fio a minimum of 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous pavement be compacted to at I~st 92 percent of the maximum theoretical density. ~ sRnuN INTERTEC City of Columbia heights Pr+o~ct SP-08-01291 May 12, 2008 Page t4 We recommend specifying concrete for pavements that has a minimum 28-~y compressive strength of 4,000 psi, aril a modulus of rupture (Mr) of at least 600 psi. We also recommend Type I Dement meeting the requirements of ASTM C 150. We re~mmend specifying 5 to 7 percent entrained air for exposed oorx;rele th provide resistance to freeze haw deterioration. We also recommend using a water/cemer~ ratio of 0.45 or less for concxete exposed tD deicers. D.6.e. Subgnade Drainage We recommend instslBr~g perforafied drainpipes throughout pavement areas at low pants and about cafich basins. The drainpipes should be placed in small trenches extended at least 8 Inches below the grarnalar subbase layer - or aggre~te base material where rw subbase is present. D.7. Utilities D.7.a. Subgrade Stabilization We antidpafe that utiltdes can be installed per manufacturer bedding requirements. D.7.b. Selection, Placement and Compaction of Baclcfill We recommend selecting, placing and compacting utAfty backflll in accordance with the recommendations provided above in Section D.1. D.8. Settling Pond Based on the soq profle of Boring ST-1 located in the proposed settling pond, we estimate an irrtiltratbn Hate vrill renge from approximately 1x10 to 1x10 inches per hour (infix) {Table 4.1 of Des, Priec3,~ of 2°d Edition). Once pond elevation has been establ~hed, we can perform double-ring tnflitrometer feting, if more accurate ir~lti ratbn rate estimate is needed. D.9. Construction Quality Control D.9.a. Excavation Observations We recommend having a geotechnical en~neer obsenre all excavations related b subgrade preparation and spread footing, slab-on-grade and pavement construction. The purpose of the observa#ions is do evaluate the competence of the geologic materials exposed in the excavations, and the adequacy of required excavation oven~~fng. D.9.b. Materials Testing . We r+eoommend density tests be taken in euccavation badcfin and additional required fill placed below spread footings. slab-on-grade construction, beside foundation walls behind b~ernent wens, and below pavements. BiR~V 1NTERTEC i ~'~ City of Columbia Heights Project SP-08-01291 May 12.2008 Page 15 We recommend Marshall tests on bituminous mbces to evacuate strength and air voids, and density teats to evaluate compaction. . We also recommend slump, alt oontsM aid strength tests of Portland cement concrete. D.9.c. Pavement Suiygrade Proof Roll We recmmmend that proof-rolling of the pavement subgrades be observed by a geo~nical engineer to detetm~e if the results of the procedure meet project speaflcatieons, or deYneate the extent of ad~ttonal pavement subgrade preparation vrork. D.9.d. Cold Weather Precautlons ff site grading and construction is anticipated during ooki weather, aU snow and Ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen soils should be used as fill. Concrete delivered th the site should meet the temperature requirements of ASTM C 94. Concrete should ' not be placed on frozen subgrades. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings. ' E. Procedures ' E.7. Exploratory Borings ' The penetration test borings whre drilled with a tnx:k-mounted Dore and auger drNl equipped wUh holbw- stem auger. The borings were performed in accordance with ASTM D 1586. Penetraton test samples were taken at 21/2-or 6~oot intervals. Aaual sample intervals and corresponding depths are~shawn on ' the boring logs. E.2. Maberia! Classffication and Testing E.2.a. Visual and AAanual Classlflcation The gedogic materials encountered were visually and manually classified in accordance with ASTM Test Method D 2488. A chart explaining the classification system ~ attached. Samples were sealed in jars .or bags and returned to our facUiq~ for review and storage. BRAUN iNTER7EC City of Columbia Heights Project SP-08-01294 May 12, 2008 Page ]6 E.2.b. Laboratory Testing The results of the laboratory tests performed on gedogic material samples are noted on or follow the appropriate attached exploratbn bgs. The tests were performed in aa:ordanoe with AS?M or AASHTO procedures. E.3. Groundwater Measurements The drUlers checked for goundwater as the penetration test borings were advanced, and again after auger withdrawal, The boreholes were then backfllled or allowed to remain open for an exthnded period of observation as noted on the boring logs. F. Qualifications F.1. Variations in Subsurface Conditions F.1.a. Material gtrata Our evaluation, analyses and retxxrrmendattonstyere developed from a limited amount of site and subsurface information. K is not standard engineering practice to retrieve material samples from exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation and th~kness away from the exploration locations. Variations in subsurface conditions present between exploration locatbns may not be revealed until additional exploration work is completed, or oonstnx~ion commences. ff any such variations are revealed, our recorrlmendations should be re-evaluated. Such variations could increase constructbn costs, and a txmtingency should be provided to accommodate them. F.7.b. Groundwater Le~ls Groundwater measurements were made under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. k should be noted that the obsenratlorr period was relafn-ely short, and groundwater can be expected to fluctuate in response to rainfall, (boding, irrigation, seasonal freenng and thawing, surface drainage modificatlons and other seasonal and annum factors. RA~ ~ INTERTEC City of Columbia Heights Project SP-08-01291 May 12, 2x08 Page 17 ' F.2. Continuity of Professional Responsibility F.2.a. Plan Review This report is based on a limited amount of Information, and a number of assumptions were necessary to help us develop our recommendations. It is recommended that our firm review the geotechnical aspects ' of the designs and spedflcatbns, and evaluate whether the design is as expected, if any design changes have affet~ed the validity of our recommendations, and if our reoornmendatbns have been oorrectay interpreted and implemented in the designs and sPec~atbns. ' F.2.b. Construction Observations and Testi ' It is recommended that we lie retained loo perform observations and tests during consln~ctbn. This will allow oorrdation of the subsurface conditions encountered durir~ corwtnxxbn with those encountered by the borings, and provide continuity of professbnal responsibil~r. t F.3. use of Report ' This n:port is for the exclusive use of the parties to which It has been addressed. W ithout written approval, we assume no responsibility tD other parties regarding this report. Our evaluation, analyses and ' recommendations may not be approprrete for other parties or projects. F.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession cxrrrerdly practicing in the same locality. ~No ' warranty, express or implied, is made. -- i ~ seauN t INTERTEC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Appendix s~~-uN INTERTEC 0~ s0 0 0~ 0 i i~ ~m ~~ ~~ ~~,~~ ~~~ ~~~ ~v i 0 ~-r~ ~ ~ ~ ~ ~ ~~~~ ~ A :' gP'OMR y~ ~ e WL~siAJ ~ i ~~j € ~84 Jl~l ~_ ~~ O sFt~~ W I 0 ~ ~~ ~~ ~~ N ~~ ~~ D Jacksi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BRAV N~` INTERTEC LOG OF BORING Braun Project SP-08-01291 . ~ BORING: ST-1 6eolbechntcai Evalaation LOCATION: See atfad~ed sketch. Public Safety Building 41st Avenue Columbia Heights, Minnesota DRILLER: G. Hanson NOETHOD: S 114" HSA, Autohammer DATE: 4J2U08 SCALE: 1 ° e 4' Elan. Depth ~ - . feet feet ASTM Descrlplion of MaEerials BPF tAIL MC Tests or NotDes 908.7 0.0 Symbol (ASTM D2488 or D2487) 96 96 PAV 3" Bihanirrotaz over 11" Aggregate Base. 907.0 1.7 - ~ 2.5 FILL FILL• Clayey $and, floe- to mediurr-~dned, dark ~ bravrn, moist. 7 15 - SANDY LEAN CLAY, Urace of Gr~nrel, brawn, rnolet, medium. - (Glacial Tilq _ 9 17 51 - 10 ~ • 14 i- i 18 893.7 16.0 ML $ILT, vrith Sand lerraes, brown. moist, medium dense. 28 892. 1 .0 (aladofluvium) ~_ END OF BORING. obsenred witl~ 141 /2 feet aF holbNwstem Water - ~ n ~ auge 9 Water not observed to csnie~irr depth of 12 feet immediately after withdrewkrg the auger. _ Baring then backfilled. - ~- i i or~uav~an coon nnwWC wrpwaucn ~ ~ ~~ y~~ i v~ ~ s~AUN~ INTERTEC LOG OF BORING' Braun Project SP-08-01291 BORING: ST-2 Ceotechnlcal Evaluation Public 8afsty Building LOCATION: See alfeched sketch. 47stAvenue CohrmWa Heights, AAinnesota DRILLER: a FNraon METHOD: S 1/4' HSA. Autoharnrr~er DATE: 4fZ' I108 SCALE: 1"~ 4' Qev Depth feet feet ASTM_ . Des~ptfon of tiAaterlals BP_F tM. Teats or 1 906.5 0.0 mbol D2488 or D248~ PA 4" of Bihniirrous rnrer S"• Aggregate Base. 905.5 1.0 FILL FILL' Clayey Band. fine- tD med'~urn-grained. trace of _ Gravel. dark broMm. moist - 4 ~- 4 i i- i (- 5 ~- ~ 9s.5 ao ~ CL SANDY LEAN CLAY, trace of Gravel gray. mom 9 11.0 medium. i (Gladal TNq END OF BORING. • blister Trot observed with 91/2 feet o¢ hollow-stem _ • ~ auger in the Around. ` _ Water not observed tocave-in depth of 7 feet • , imrr~ately after wittxkawing the auger. . _ ' ~- • Boring them badcfllleal. --- ...ruu ..n-w ...np.now.^ s~ ot~ ' BRAI~IN'~ ~ LOG OF BORING I NTE RTEC Braun Project SP-08-01291 BowNO: ST-3 Geotechniical Evaluation LOCATION: See atlached ske~h. Public Safety Building ' 41st Avenue Columbia Heights, Minnesota DRLLER: Q tten~n METHOD: 31M' HSA, Autoharnmer ~ DATE 4/Z1108 SCALE: 1" a 4' Elev. Depth 'Beet fieef ASTM Deeaipilori of Mateiiels ~ BPF Illll. MC Tests or Noles 904.8 QA Symbol (~1$TM D2486 or D2 96 PAV 3° oT Bituminous aver 11' of AQg Base. - 908.7 2 FILL FlLL• Lean Clay. dark gray. moist. ' 5 ' 4 17 L _ ' 7.5 _ CL SANDY LEAN CLAY . rather soft. 5 18 ( ~ P m 6 6 ~ - '~ 11 o - 13 884 20. ' . SM SiLTY SAND, flee- to medium-grained. with of Z6 _ Lean Cley. trace of Gravel. reddish-bro~u~rn~ moist medium dense. (Glacial TAI) - ~ _ ~ 879.8 2 .0 ML SILT fine-grained, brown, moist, medium dense. 14 . .8 26.0 (Gtadofluvium) ~ ~ - END OF BORING. '' _ Water notobs~~ved b cay+re-in depth of 16 feet ~ immediately aPoerwihdrawing the auger. .' s - Boring then bar~cflllsd. b sP-oe~c~~ ~ u~ inrerrec asm ~ sRAUN~ i NTERTEC LOG OF BORING' Braun Project SP-08-01291 BORING: $T.,4, GeolDechnt~all Evaiusfion LOCATION: Sss aitadred sketch Public Safety BuNding . 41st Avenue Cotumbta Heights, Mienesota DRILLER: Q Hanson METHOD: S 11M HSA, Aubohamrerer DATE: 4/21lt~ SCA LE: 1" = 4' Else. Deptit feet . _ }seat ASTM D~Iptlon of AAateriels BPF WL MC Tests or tVobes 9042 0.0 (ASTM D2488 or D?A87) °ifi 96 ILL FILL: , tlrre- to rnediurn.pra , tracs of 2 0 Gravel. dark brown, moot. FILL {(Filled Topaa~) - FILL• Poorly Graded Send wRh SAt, flee- to medium-grained, trace of Gravel, brown, moist. ~ ~ - 13 7 72 „ - S .3 m 8 . 891. 2. ~ _ FlLL FILL• Poorly Graded Sand. fine- to medh~en-gn~ined, 5 wish rubber pkcoes, brawn, moist. a C - 889 FILL FILL• ~ Graded Sand with Silt, flne-to 5 4 _ medium-grak~ed, brown. wet. ~ ~ 0 884.2 SM :; i SILTY SAND, fine- to nredtum-grained, trace of Gravel, 22 r~eddst~brown, moist. medkxrr dense. (Glacial Tnn . .. ~ _ `- ~ 8782 2s. ~ END OF BORING. Water not observed with feet of hollow-stem a h ~ the ground. s - Water not observed tocrave-in degh of 16 feet Immediately after withdrawing the super. ~ Boring then backfdled. pope 1 or 1 1 1 J 1 1 r 1 B RAIL H~' INTERTEC LOG OF BORING Braun Pe+uject SP-08-01291 • BORING: ST-5 Geotachnical Evaluation Pubdc Safety Budding LOCATION: See attad~ed sketch. 41 st Avenus Columbia Heighffi~ iNMnesota DRILLER: G. Hanson METHOD: 8114" HSA, Aubharrrnsr DATE: 4/~4'tJtt8 SCALE: 1" = 4' Bev. Depth -feet ._ ~ feet ASTM ~ Descriptbir of Materials BPF Wt. MC Teets or Noes 905.4 0.0 Symbd t724ti$ a 96 FiLL FILL• Sandy l.~n Clay, dark broMm, motet. 802.9 2.5 CL SANDY LEAN CLAY, trace of Grevel, brawn, moist, 7 14 medium to rather stiff. - (Glacial TNT i- f 8 ~- 11 894.4 1.1.0 • 10 END OF BORING. Water not observed with 91R feet of hdlow-stem auger in the ground. - Water not observed to cave-in depth aF 8 feet immedMtely after wfthdrawing the auger. • ti,e„ twined. _ " ____ . 8 Ra,u N~ LOG OF BORING, I NTE RTEC Braun Project SP-0$-01297 BORING: $~'..s i l E ca Geotechn valuation LOCATION: Sae attached sketch Public Safety Building . 41st Avenue Columbia Helghts~ Minnesota DRILLER: G. Flanson METHOD: S 114• FISA, Autohernmer DsATE: 4fZ 11~08 SCALE: 1" = 4' Elev. Depth _ feet feet _ ASTM.. . _ .Description.of Materlale_ BPF VVI_ MC Tests~or-Notes- 804.8 0.0 Symbol (A3TM D2488 or D2A8 96 FILL Fl Sand fine- to meditrm~grained. darts aw d br n r t 3 2.b CL LEAN CLAY. dealt gray. moist to wet, rather sfiff b soil 11 (Gtedel T71y 3 23 ~- ~ - 897.3 .b ML SILT. fine-granted, light gray, wet, very loose. 2 ~- (G~dolkn~um) ~ _ ~ 93.8 11.0 3 END OF BORiNO. Water not observed with 9112 feet of trollo~ur-stem auger in the ground. - Water not observed Eo cave-in depth of 6 feet Invrtediatsy after w8hdrawir~ the auger. Boring then backfllled. ~m nM'!sw 1 t' 1 Q c ~' ~ ~C -' ~ q -~ sRauN~ INTERTEC LOG OF BORING Braun Project SP-08-01291 BORING: ST-7 Oeotechn~al E l ti va ua on Public Safety Building LpCA~OpI; $~ attaaaid sketch. 4/stAvenue Columbia Heights, iWinnesota DRII..LER: Q Fhraai METHOD: 31/4• HSA, Aulohanunsr DV1TE: 41211 SCALE: 1" • 4' Elev. Depth -- - - feet - - 14STM- - Descriptbn of Materials . - BPF 1NL - -- - Tests or Notes 906.5 0.0 S D2488 ar D248T) 96 FILL ~~ Lean ~~ trace of Roots, dark brown, m oist. ((Filled Topso~) 3.0 2.5 _ SC CLAYEY SAND. trace of Gravel, brawn, mast, 7 medium. - (Gladal Tfln ~ 11 49 6 5 0 12 i s r 18 s '- 16 ~- 889.6 16.0 15 END OF BORING. ~ Water not observed with 141/2 fleet of haloes-stem ~ -- auger M the ground •- ~ - Water not observed to cave-in depth of 11 feet immedratety after witl~drawkrg the auger. Boring then badtfllled. . ~~-~ pips ~ a ~ s EAU N~ I NTERTEC LOG OF BOR{NCi' Breun Project SP-08-01291 BORING: S1'.$ Geotechnical Evaluation LOCATION: See attached sketch. IPublk Safety Building 41st Avenue Columbia Heights, IAinnesota DRILLER: Q iianson MEiI-IOD: S 1M" ~A. AWOh811M11er DATE: 4/21 /0a SCA IE 1" _ ~ Elev. Depth ..feet- -feet _ ASTM-- . _ - .. Descviptlon of Matertals_ . BPF . WL .MC -Tests-or Notes 906.4 0.0 3 bol (ABTM D2488 or D2487) 9!i 9~ FILL FILL: Clayey Sand, trace of Gravel. brown, moist. 6 4 21 42 8 6 _ CL SANDY LEAPT CLAY, trace of Gravel, brown, moist. 7 medium to rather stiff. - (Glacial Tiro 7 10 11 .0 SM : : ; SILTY SAND. fine- to medum-grained, trace of Gravel. 19 _ n:ddish-brown, moist. medium de~e. ' ; .• (Glac~el Till t ' .L ~ 28 2 END OF BORING. Water nd observed with 24112 fleet of hollow-stem - auger in the ground. - Water not observed brave-in depth of 77 feet Immediately after wrthdrawing the auger. Boring then beckfilled. P~ ~ ~' 1 1 1 1 s~wu~~ ~NTERTEC LOG OF BORING Braun Project SP-08-01291 BORING: ST-9 Geotechnkal Evaluation LOCATION: See attadred ataetch. Public Safety Building 41st Avenue u C o m bia Hei ts , l g i~ MinnesoRa ~~ ~~ pp ~~ ~~pp ~ y ~ ~ ~ ~ 1~~~'{,//~~. q y~~ t/RIi.4GI~: Q lieurson t1AE7'HOl); S ~~~ 1~4. ~ h~ ~y /~~ DATE: 4/2U~ ~/~~~ ~ ~7W-~I.G 1M ~ ~, Elev. Depth .fleet - -feet - - - A51'M -- ~ pn of N _ BPF _ 1NL MC Teats or Notes 908.0 0.0 D2488 or D2118T) 9li FILL FI nY Sand, fine- io medium~grahred, trace - CL Roots. bladt, moist. iNed T - LEAN CLAY. trace of Gravel, brown, moist. ~~ a 5 18 8 13 695.0 11.0 END OF BORING. Water not observed with 91/2 feet of holbtiv~tem auger in the ground. - Water not observed to cav®-~ depth of 8 met immediately aRer wlNrdn~wing the auger. Boring then baddgled. sPyoe~o~xe t B~ .® .,~,., B RAl~ N°' I NTE RTEC - LOG OF BORING, Braun Project $P-0807297 BORING: $T-10 h t Geotec n cal Evahratlon . Public Sat-ety Building LOCATION: see attad~ed skekh. 47st Avenue Columbia Elei hts, Minnesota DRILLER: 0. Hanson METHOD; 8114• HtaA, Aubhamrisr DATE: 4121108 SCALE; 1" = 4' Elev. Depth _ feet feet - _ AST M _ -. n of_Matertals.. BPF WL -MC Testa or Notes 906.8 OA mb oi {p.STM D2488 or D2487j g6 FILL • Sr'8y Sand, fine- ~ msdkarr•gratned, trace FILL Roots and Grass. black. rrrolat. ((FIYed T 904.3 2.5 FILL: Sandy Lean Clad, trace d Gravel, brown, moist SC CLAYEY SAND, ftne~ tD medk~rrFgradned, trans of Iron 7 17 deposits. grayish-brown, moist. loose. (Oiadal Tip} 901.8 .0 CL SANDY LEAN CLAY, trans of Gravel, grayish-brawn, t3 15 LL = 27 ~ ~- moist, medium. PI =14 ~ ~r (G~ Tglj ' 10 i ~, 9 18 7 9 1 25.0 SM : ::; SILTY SAND, tine- tomedium-grained, trans of Gravel, 14 0 28.0 reddish-brown, moist, medium dense. (Glaabl TA END OF BORING. Wafer not observed wflh 241f2 feet of hollow~tem auger in the ground. _ Water not observed to cav~in dept of 18 feet immediately after withdrawing the auger. Boring then bac~Cflged. M r paps ~ of 1 ' 1 ii 1 s RAU a~ i NTE RTEC LOG OF BORING Braun Project SP-08-09291 LINO: ST-11 t3eotechnica! Evaluation LOCATION: See attadred sketch Public Safety Building . 41st Avenue Columbia Heights, Ninrtesota DRILLER: d. Hanson METHOD: 81f4" HSA, Aubohammer DATE: 4M1' IA8 SCALE: 1" ~ 4' Elev. Depth . feet - feet . ASTM__ . _ Deso~iptbn ~f~li~0edals BPF . .UVL Tess or Notes 919.2 0.0 D2488 or D?A8~ . FILL FILL: Clayey Sand. and to ned, bace of - CL Gravel. dark brown, moist. ({Filled T - ~~ ~ CLAY, trace of Gravel, brown, moist. so ' 8 (Glac~al7 i~ 6 _ s ,,.o END OF BORING. W~ not observed ttiith 912 feet of fiolk~r-stem - auger in fife ground. - Water not o6eenred ~ cave-tn depth of 8 feat immediately liter wigdrawing the auger. i Boring then backfllled. ~~-„ moo, ~, s RAU N~ INTERTEC LOG OF BORING' Braun Project 3P-08-01 ~~ BORING: $"'~'.'~ 2 Geotechnical Evaluation LOCATION: See attadred slaetch Publlc Safety Building . . 41st Avenue Columbia Heights, AAinnesota DRILLER: Ci. Flsraon METHOD: S U4' NSA, Autoharnmar DATE: 4JZ1/08 SCALE: 1" = 4' Elev. Depth feet . feet ASTAA Description of Materials BPF - - IAfL -- - Tests or W_o_tes - tlo~ - - o:o - - - - - - p~-srM D?A88 or FI F LL• Slky . trace of Roots and Grass, black, FlLL ~~ (F'Is' d TopsolR) 1 2.5 FlLL• Sandy Lean Clay trace of Gravel, dark brown, _ CL 4 ~'Y~ CLAY, trace of Gravel. brvwrr, nwist, {Glacial T8n ~- 10 (- 23 24 - 21 13 20. . SP : ~ •:; POORLY GRADED SAND, late- ~ medium-grained, 34 - trace of Gravel, brown, moist, dense. ~' (Gladal Oulwash) 880.6 ~~ h•. .• ti .•. .t ~ ~ END OF BOR1Nd. Water not observed with 24112 feet of hollow~stem auger M the ground. Water not observed to carve-kr depth of 17 feet immediately attar withdrawing the auger. Boring then backtiNed. aP-0e'dt~ ~ m 1 r S 8 d paw ~ a ~' _~ 1 sRAUww INTERTEC LOG OF BORING Braun Project SP-08-01291 BORING: ST-13 • Geot echelcal Evaluati ~ on Publk Safety Building LOCATION: See attached sketch. 41st Avenue Columbia He~ghts~ NNnnesota DRILLER: G. Haruon METHOD: Od [GATE: 4!2'llt)B SCALE: 1- a 4' Elev. Dep(h feet- - - feet- ASTM - - • - - - Dssaipfion of•Materlals - ~ 8PF VVL Tests or Notes 908.4 0.0 Symbd M D2488 or D2487~ FILL FILL: Sandy Lean Clay. trace roots, dark tiroMrtr moist. 1.0 , (Piped T FI LL FILL: gayey Sand. firm- tv medium-Brained, irate of Gravel. brown. wet. - 3 t WH r ~ .9 _ CL SANDY LEAN CLAY, trace of Gn~vel. brawn. moist. 6 medium. {Glacial T~ 1 ~_ 17 ;- ' 14 i I • 19 • 29 881.4 8 SIB : ; POORLY-GRADED SAND wkh SILT. fine- to 33 8fl 4 ~.0 SM • : medhm~- rained trace of G b l g , rave . raMm, moist. dense. (Glacial Outwash) END OF BORING. Water not observed wNh 24112 feet of hoBow~tem auger M the ground. _ Borirg then badcfilled. sROe.o~sw ...,......~ o.-.~ tee, a, 1 1 s ~t~-u N I NT E RTEC Descriptive Terminology of Soil Standard D 2487.00 Classiftcatlon of SoNs for EnBineeWng Purposes (unified Soil ClassiticeMon system) CrNeda for Aasl rlbr Grou irlbals and t3 ~ s t~assittattoa g lo p y Grstb lames Wine Laboridoiy 7ieaM ° g ~p iwess r ~ = Orawa Chan GreveN C^Z 4 and 1 S C. S 3 ° gW yybp. p~° Vlore Sren 5071 of come hadton 5% a loss Mee • <4 atldlar 1 s C ~S ° ~ PoodpgDidad gravd° g ~ rstslrlsd on Oka°sb wNh Fines Finsa as ML a MH OM °r' S _ _ _~ ~ _ Na a>dere • Sands Mae lnen i~ nna ~ Chan Bands Fr>s.._ .. a~r_cfi_ C.2 6 and 1 S C~ S9 ° rc_ . SW _ •ro MIel~raded send" - C ~ ~ 6096 or care of 5% or less Mee ~ < 6 andlbr 1 ~ a 3 ° SP Pearly eroded send ° E 8andawllhFlnss FlnesdasdyaeMLCrMH tlM M a0fd1j° Na 4 sieve More tlleD 12%' FNles as CL orCH sc sand rs• ~' barpsrac PI a 7 and an or above A' Slei CL Lean t r w SSb and Clf;ys Srat PI <4 or pbta belsw'A' Seer IAI. t r m lasstltarl 50 O~ Lid !hilt-own dried ~ 0.73 uld tlrlat-rlet dried OI. ~- ~M clap e • stll t r w e b d ~ On a above •A'tlne CH t r m $ a SINs and stays Liquid Slat ' lapa c PI pbts tlslaw'A' lino MH FJaetlO mgt 1 m 60 of sloe CAM -0~ < 0.75 tlrlal-r10t ~ Organb m ° ~ k 1 w, t H~IrI O nb Bogs PriDnrlgr organb nobler, dark In cobr aM organic odor PT Peat a ~eedmseaeteispaeeY~tlaxi&tntrtimn)dwe. b. Btleldarnpbmnaiadoohdeaab~denLOrl~o94a~1'MiilhaeehbxarhauYlars°rboYibyioupnbne. e. G, a Dp! Dw C~ ^ (0 DmxDN d reofmsers2l!eus~amwnseae~bparpxema a c~rardeeab6b1211tYrarepuesdudeya6de G11r<3ed xeay/aded pmvN whh till GYrdiC wall~adW a-ewl wtlh dy GP GIIA posy a~adsd oravN wlMr aR CiP-6C Powb graded yrevd Wtlh day L a tlrl~ dasstly ae CL-ML use dwl sinnbal GiFOM or SC~AA. a. It4nae wa~do,add'Mdlh°Iprro~toproupneme. h If saR °°rdatre 276!1 pave!, add 1aIMr per' b pteup Dame. L emxYr~lhtiblf!titlneerwNardwlsye+h°It~ tDIY~3e1 weFpreded exnd edit trt SYieC weFaraded sorb ebb doge SPdlli PAY ended send Ylak alp aC poorer gaded send wpp day k N eadealuu 0b2tll1peietio.Z00.edd1MlAaendar'wMrp~~'whldleYerApretlm~trant. 1. Nadoodnds=90%pA~eNaY00,p1edorehonUr~add7e11d~bpalpDane. m NwlaoNdra230%plusNo.ZOtlpredan>fwntlgrpiwsladdroreve~fbtlroupnene. n. PI Z ~ end PIeM on a above A ins. a PI <4 or Ptob bebw A irw. P PI pate on a shave A 16fe. q. PI pbfs below A Yne. a ~ .a C gp L~7 ~~ RL 10 r 4 0 i Liquid Limn (LL) laboratory Tests ~ D+YP~ OC Orgeraccaderd.% YYD YYat denalq-, par S PacsrdotsalureUoD.% tlAC Natural mdelure cantata, % BO SpecGoglald~- LL Ligkdd Iin11, % C COheeton. pal PL PlasSc Sdt, % Q, j At~ledtnlenral lrkltat PI Plaslatr brim!. % as UrtooralnedcorlyxessWeatrengtlt,pet P?AD %paselrG200sieve qp Podmtpenslronteteratrerlptll,tel Particle tilze Idaittlflcaitbn BOtddera»...»»»».»...»»._.»owr 12' cotatlss ..»».»»..»......_~.» s b 1r c 00arae »».....»........»..»_ 3M' b 3' Fh>to».....» ....................r. Na 4 b 314' Band Coarse »».».».»_..»_....» Nto. 4 b No.10 -Medium ....~....:~..:_..w.-No.10 b Na a0 Fble ».»..»..».....»......___. N0. 40 b Na 20D t3M .._..» .............»....._._»...<No. 200. PI<4 of bMow A Sla Clay .»..»»__»......_..._..._..<Na 200, Plaaand an or above y1 ens tZetutive Dwiggt of Collesioiiless Solb Vbry hose »_........_....»..»...__ 0 b 4 8PF Lone..._.....»..._........»....»».. 5 b 10 llPF Aadkalldense ».__........»»._..11 b 30 BPF Derue ».......»...»...»..»»...._._.. S7 b 50 SPF Vbry dense »» ...............»...»..... over 50 9PF Consistettoy o/ Cohesive Soils Lbrysott ............._......._..»..»» 0 b 18PF SoR ..._.. »»..»»..»»......_....» 2 b S 13PF RaexrrsoR ....»...........»__.....» 4 b S BPF Med4rm._»»._._._.»__.__..». ebb BPF RatheretlK ....._..........»....».._. 9 b 12 HPF SlM ..........__....._._._»... 13 b 18 BPF Vbrysltlf .....»..»...._.~..».»...». 17 b 30 BPF Herd ...._»..._.....__......_»..». over80BPF Drilling Notes Standard peneYa50D feet borYgs ware edvarloed by311K' or 81/4' ID Ial10w.Mem augers uraees rated ogrereate, ,Ie1Slg ureter was ueed b dean Old auger prior b samplhg ODIy where indicated on ~ Slerldard psrle1ra50n lost bOrirgs era dealgneted by the prePor S7" (Spilt Tubed Atl sampbs wore takstl wltlt the slarrdard r 00 aptlt-lobe sampler, except where noted. Paver super borkrgs were edven0ed by 4' rx 8' dSDlelar contlnuoue• mid. sotld~etorn augers. Solt cbOeWa6ora and strata depths were in- fened flonldlamrbadasmpbs augsredbtl+esudboe andare,111ersrore. somewhat approxheete. Power super txxhlgs are dselgnated by the preRlB.' Hard auger borings were advanced nlenusly w5h a 1 1/2' or 3 1/4' dlerrleleraugsraDd vraetlDllled btlredepflfremwhkdr tlreaugersotad be nexwe0y rrtltldmern. Hand auger bodDps ors Yldbeted by the prelDt 'tl BPFs Numbem hdeaN bows per toot rseorded b standard panekalton lest, abo known as'M value. Tha samger was set B' irlb undkturbed x011 below the hatlow stem auger. Ortvtng resieances were then canted for aecad and Yard S' tn0remeMs and added b tgsl BPF. 4Vtlere they ddFered signdtcardlgl May ere rep0rled to the bllowklg form: ZM2 for file ae0orid and tlard 5' bexorrlertteti, rsepsctlvelri tlYH: YVH indicates the aamplerpenstraler!aril underweight of txxrrner and rode ebnK drivklg not required. WR: 1NI2 indtcales the sampler panelraled soil under we1gM of rods alODS; hammerweigM mid ddvkp not roqulred. 7W kldk;abetfan~watled(undfaurbed~tubesempte. Note: AN tests were run in general ao0ordarloe Vlydh applkabte At3TM slerldards. ~zta DMSION 0- BIDDING AND~CONTRACT DOCUIMENTS' ' SECTION 00300 - 81D DIVISION INDEX AND DESCRIPTIONS -BID PACKAGE Z COLUMBIA HEIQ~HT8 PUBLIC SAFETY CENTER Bid Division Bid Division Title '~ CH2-03~-1 Concret® ' CH2-OCi-2 Precast Conrxete l~olloww Core Planks CH2-05-1 Structural . Metals. Miscellaneous Metals 1 1 1 1 1 00300-1 B/D ~D~IOH CH2.O~f~ ~ Carner~6v EXCLUDED Building Mechanical and Electrical housekeeping pads,' other .than ' what is designated on the drawings. INCLUDED As identified: within. the construction documents including but ~ not limited to; ' 033000 Cast In-Place Concrete 071326 Sheet Membrane Waterproofing 312333 Trenching and Backfllling 334600 Subdrainage ALSO INCLUDED Granular sand cushion under slabs. vapor barriers, drain file along the bt~dirlg, excavating, badcfiAing and compaction for ~Footirlgs, .. foundation watts, rough. and fine gractng of build'Mg area, soils for drain file, Insulation and damp prooflrlg of concrete wall, proper removal of concrete waste materials. Cutti and hin of floors, .. f~:~a. ~-~ .i~~~ i and 'I s as yo~rr work. e~et~dbe 1.1 lqj rylihm reirrfpr+ang aCOessories; " Gy-linders will ba ~praperad by Owner's testing firm". Exterior caaceeroe form work as it pertains to your work. ~ .. fiif~fl; aN.steps. stoops, housekeeping pads as shown on the draMnngs; grouting. of base plates; caulking a~F Unk>l~ding, protection • • and installation of all related materials; Dewaitering of footings and foundation walls as :needed. FaIlMrinter pratec4icn~ of the footings, walls, and floors~in areas where needed. ~Dtgging~ of west basement,. i.e., 031' ~exc~s. material ~liti. be used on site as fill .material', ~Pawer is . ~ ~ provided on the power. pole on 4'1'r Avenue, additional power ~is this • Contractor's -responsibaity ~' •urrtif the electrical -. ~ont-actor .. in Bid Dsrkainw 3 ran ~nrr~vidq additional service. . Modif cation to page 2; At the and of "Also Includod" add; The building footprint is filled to 1~'-0" below floor ~ ~ ' level Also, the west baeoment is filled to 9213. It is CH2-03-~1 rosponsibiiity to ~cut~fill, supply and install°l fi41, v ~ barrierand~con m . ~ ~rwp uuavn~~ ~ ~ m•ru .7uW~muua~a /d~3/U~ • . sand, apor crate complete your work. ~ ..- . ~. • ~' .Perforrnanoe of work in a safe and. workmanlike manner • • gaily housekeeping and fnal cleanup • :Removal of excess waste materials ' • Loading, unloactng, hoisting of your materials ' • Verification of field dimensions • Coordination with other Contractors (Bid Divisions) • Layout• . • Werra . • OSHA/barricades and .protection ' • Supply and maintain salty rails and ladders at roof edge ' •- Move stored materials as required to allow performance work of other trades contractors ~~da~'~a ~~i31.~ G7srif~rca~' ~ n to Bid Division CH2-03-1~;. It is the responsibillly of Bid Division CH2-03-1 to supply labor and material for the csswin-place retaining walls, drain tile, and drainage fill at dn~in tile. Refer to Sheet C2 for plan bcxtions of cast in place retaining walls. Refer to Civil drawings for details. ' 00300-Z - B1D DIV1S1ON CHZ-0~2 Pn~ast Concrete Hollow.Co~~ ~ ~ - . EXCLUDED INCLUDED As identified ~wlthia the ~strucfion documents induding btlt not limited ~ Section 034'7'00 Rrec~st Concnetie HQllow-:Cor+e Rlat~lce. ALSO INCLUDED Soppy, unload, and -install all. ,material needed for .tfte installatyon of your work. ~ Weld plates and weldir>~• of weld. plates,. hangars, aitting ,` and discarding of~openings as indicted and/or openings 9 that 12" in diameter, and excess material; groutiitp, nodding,. welding, • shimming. Sequencing of precast delivery: Proper' discarxt of . concxete and grout waste as it per.~ains to your work: Power is . provided on the power pole on 41'« Avenue, additional .pawar is• this Contractor's responsihilit~- unta~ the elec~rtcal~ contractor in Sid ~. ~ Package 3 can provide additional -service. . • Shop Draur~ings~and:Subrnittats • Performance of work in a sofa and workmanlike manner '~ ~ • Daily housekeeping and final cleanup • Removal of eoccess waste materials ' . ~ Loading;. uNoading, hoisting of .your materials • Verificatkrn of field dimensions . • Coordination with other Corrtiactore (Bid'Divisions) - . ~ u La y o t • • ~ i~ 1~~~ 1l l~ W ~ ~ J /xL.l9 ~/ • n J . ~ • OSHAlbarricades and protection until CH3-04-1 Masonry ': Contractor has run masonry walls up that.can be used ~ an end protection ~ . • Supply and maintain safety rail$ and (adders at pnec~st, first floor . ' and roof edge . ~ • Move stored materials as requinad fio allow pertorrnanoe work of •• ~, • othertrades contractors - Pro er removal of cx t t d t t i l , p ~rx~e~ e an grou was e ma er a 1 00300-3 Bln ~DIVISION~CN2.05 7 Structural St~ael. Metals. Miscellaneous Metals EXCLUDED Concrete and Masonry-reinforcing, precast, steel stair, steel joists, and doorway entry canopy steel. Some of these items will appear in a future bid package. . ~INCLU.pED ~-~~ ~ As identified within the construction documents including :but 'not limited to Sections: 051200 Structural Steel Framing 055000 Metal Fabrications ALSO INCLUDED Anchor bolts; metal fastening., fllling and grinding of connections. and as required in the cvnstructton documents, i.e., metal °prime flnishes, .embed plates, angles; expedite delivery of loose steel emtaeds~ deck angles, and lintels. necessary for concrete constructlon (material); touch-up painting, tertaporary bracing; removal of~ excess l~iat~al. Miscellaneous fasteners and any required materials and lai~r~ to complete the work. Grout of base plates as it relates to your work. . Power is provided on the power pole on 41°t Avenue, additional power is this Contractor's responsibility until the electrical contractor in Bid PaclEage 3 can provide addiflonal services. • Shop Drawing. and Submittals • ~Perforrnance of work tn. a safe and workmanliki~ manner • Daily housekeeping and final cleanup • Removal bf. excess waste materials • Loading., unloading, hoisting of your materials - • Verbcation of Feld dimensions • Coordination with other Contractors (Bid Divisions) • .Layout ~ ~ ~ . pW,,~a--rranCo~rin.ar~r~de~~B~C~•~`-v~ ~~~3~~ OSWAJbanicades and protection for windows, floors, stairs and roof openings, as it relates to your work. (See Safety Ser~fon 01520) • .Supply and maintain safety rails and ladders at roof edge • .Move stored materials ae required to allow per[orm8nce work Of other trades contractors - _ Section 00300 -Bid Division Inds: and Description 1. Provide all labor and malarial to add Steel ]oists and Metal Deck desc~'bed in the bid issued Drawings and the specification sections 052100 (3tce1 ]oist F4raming) and' 053100 (Steel Decking) 'to Bid Division CH2-0S-1 ~.a Structural 3tee1, Metals, Miscellaneous Metals. Also provide any miscellaneous fsatette,s and' any required materials and labor to complete the work. Continue to include all other work as described in Section 00300. ~~L. Delete the refer~ces to. steel joists under excluded items, as steel ,f oasts and metal _deck are now included in the work of Bid• Division CII2-OS-1. ' Sections 052100 Sisal Joist Framiag and Section 053100 Steal Decking are attached~on the following pages aad shall be added to die Table of CoM~ents and the Project Manual. -•, • ~ ~ 00300-4 - ' ~'~ DMStON 0 -BIDDING AND CONTRACT REQUIREAAENT$ '~ SEC?10N 00400 -PROPOSAL TORY -BID PACKAGE 2 COLUMBIA HEI~3HTS ~PUBUC SAFETY CENTER SUBMIT PROPOSAL TO: CITY OF COLUMBIA HEIGHTS (OWNER) ' 590 40T" AVENUE NORTHEAST COLUMBIA HEIGHTS, MN 55421 - FOR: COLUMBIA HEIGHTS PUBLIC SAFETY CENTER (PROJECT) t 825 41~ AVENUE COLUMBIA HEIGHTS, MN 5.5421 ' ~ BUETONV AND ASSOCIATES, INC. (ARCHITECT) 2345 RICE STREET, SUITE 210 ST. PAUL, MN 55113 ' ED6 BUILDERS, INC. (CONS TRUCTION MANAGER) 404 A SAINT CROIX TfLAIL NORTH ' ~ LAKELAND, MN 55043 (a oaporation) SUBMITTED BY (a partnership) (an indivlduan .^I ~of Stn3et ~ City State Zip Phone. No. FOR BID DiViS10N(S): CONSTRUCTION DOCUM~[$ '~ We have ~can~lry nand and fully understand the Contrail Documents, including the Instructions to Bidders (AtA701), General CondOons (A201/CMa). SuppiementaUSpeaal Conditions, Proposal Section, Technical Specifications, project rnarxral, and drarwings as prepared by Buetow and Assoclatea, Inc. dated covering the rwrk required in our proposal ~ and the spedfications. ADDENDA ~ . ~ . We adanowledge the receipt of Addenda and ' Dated . ______,r_ and _,~„_ . ' CONSTRUCTION MAI~-GEMENT We under~nd the Corastruilion Manager's furwtion as described and relennd to throughout the Contract Documents. We realize that each Bid Division Contractor ~ in fact a Prime Contractor and 'i not asub-contractor working through a General Contractor. ' 00400-1 '~' .. 1' ' BID DMSION RESPONSIBtUTY i We recognize that the scope of the work within a bM division represents a oor~strudiorr unit that is not. necessarily restricted to a single trade perforrriarx~e and our proposal includes the work of all trades • required to fully and successfully complete all of the work required ~in the Bkt Division(s) we have bid. ' MILESTONE SCHEDULE Vile have reviewed the Section 00210 Milestone Schedule and hereby endonae the milestone dates ' witl~ regard to the work of the bid division we have bid, e~aoept as specifically set forth in the written am~dment below. (If you choose to amend the progress requ'u~ements as stipulated, please dearly indicate your amendment and the reasons why.) 1 ' EXC~~TIONS ANDlOR SUBST1TU710NS We have subm~ted our proposal complete as specified and shown on the drawings without' exceptions or substitutions. COMBINED BIDDING DEDUCT 1Me have submitted pr+oposa~ for more than one Bid Division and ofFer a voluntary deduct of Ddlars if we are awarded the work 'in the following Bid Divisions _ ff more than one c~mt~irted bid deduct is desired; please state ~belaw. We- ' understand that the amount stipulated will be deducted firm the combined total of the Bid: Divisions _, Nre have Nsted~ herein. . .~~1~ The undersigned agrees to perform aN work as identified .in Section 01010 -Summary of Work and ' •• Section 00300 -Bid Division Index, pesatptions as described in the Contract Documents for the total base bid listed ~ below. The amount shah be shown in both words and figures. In case of a discrepancy, the words shall govern: Also proposal must include all bond volts and appNcable sales tax. BID DMSibN(S) . '' BASE BID: ' ~ .. Dollars (~ _ -) . 1~ - 00400-2 ,~ • '~ BID ALTERNATE PRICING FORM 'I Please provide the additive or deductive price for the project alternate(s) in accordance with Section . 01030 in the Project Manual. ff not applicable, pledse slat N.Z Alternate pries may be accepted by the Owner 'up to 90 days afteer bids are . Alh=mates -Phase 2 Concrete Work Package mod. ' ALTERNATE NO. 1: 1 Eliminate Basement 031. TIa3 top of the exterior footings wE be brought up to an elevation of 95.4. The interior tO be 99. Rooms 181 ~ col Cn'b,182 Ta'tet/Shower,183=Med Oxy~gen,184-SCBAI Laundry/Storage,185-LL Hose Tower fiop!'iminafie pnek~st in lieu of 4' slab on grAde with a 6' sand cushion. ' The wxlerspned agrees to per.Form all work as identified in Section 01010 -- Summary of Work and Section 00300 -Bid Division Index and Descriptions as described in the Contract Doaiments Section 01026 Unit Prices. Proposal must include aH bond costs and applicable sales tax ' AGREEAAENT ' Thy ~+oposal, if aa:epled by the Owner within saty (60) days of the date designated for receiving proposals wfll be issued as the basis for a contract directly with the Owner. The undersigned hereby agrees to accept a contract for the work covered by the proposal, under the berms and conditions of the contract documents. '~ We ~ e the fad that the Owner has the ' ht to acre or're ect a and aN ~ Is with or a~cknowledg ng Pt J -~Y Proper without cause or terms. ~~ ~ NAME OF BIDDER ADDRESS: ' ,~ '~ BY: (Signature) . (Type or Print) . TITLE: DATE: PHONE: _ ' FAX: ' ~~ E-NWIL: - ENCLOSURE '; BiD SECURITY: ~~~ END OF SECTION . 004.0.0-3 i . i ~Indic~te Add or Deduct DMSION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00500 -CONSTRUCTION CONTRACT -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLJC SAFETY CENTER The successful bidder will execute an agreement with the Owner which shall be the ' standard form of agreement between Owner and Contractor, Document A101/CMa issued by the American Institute of Ar+chitects,1992 Edition. No contractural adjustment shall be due or requested as a result of failure on the part of ' the Contractor to fully acquaint themsehres and all other parties to the contract with the provisions of Document A101~AAa. END OF SECTION 1 1 1 1 00500-1 ~ : ~ Document A1O11CMan - 1992 Standard Form of Agreement Between Owner and Contracin- the bates of pa~m~ent is a STIPULATED SUM ' AGREEMENT made as of the day of in the year of (!n words, indicate day. month ate year) ADD1r10N8 AID DELETIONS: The author of this document has l3ETYYEEN the Owner: added irdorrnetion needed for Its (Nana' and address) oompletlon. The au9tor may also hev~e revised the teed o1 the origind City of Colombia Heights AU1 smndBrd term. An Adhldcrrs and ' 59040th Avtnne Northeast D~eAetbrts Rspatttlet notes added Columbia Heights, MN 55421 Irrfornrefon sa rtel as revisions to Ule startdand corm laid b avalle6le and the Contractor: irom the euMror and should be ' (Name and add~ss) revtewerl A verlir"dl fine h the IeR margin of this documerN ir~cates vrtiere the autllor has added necessary Ndannetlon and vrhere the author has added to or deleted For tlm following Projec>» irtMn the original AIA tart. (lnchrde detested descriptratt of Project. location, address and scope.) This doplmed has Important legal ' . Colombia Heights Public Safety Center altomey isis encaraged wIM respect 825 41st Avenue Northeast ~ m Rs oompletlon or modlRcagon. Cohnnbia Heights, MN 55421 The 199¢ Edtlon d AIA Doasnerd New Public Safety Carter A201K~UIe,General Conditions of the Corl6ract for Constrleibn, The Constnxtion Manager is: ~ Idaneggr_gdvleer ' (Name and address) Edltlon, is adopted in ~ document hY reterenoe. Do not use wltlt other >3DS Bnilders, Inc. general oorrdtions artless this 404A Saint Croix Trail North documerd ~ modiNed ' Lakeland, MN 55043 The Atrllitect is: ' (Name and-address) Buebow and Associates 2345 Rice Street Suite 210 ' St. Pahl, MN 55113 The Owner and Cantracxar agree u set forth below. ' AIA Doclrnprt A101/CYs'a -18at Oupyrlpht O 1lta2 byThs Amsdcan Ytslibds of M~lects. /1N rl~gs reeerwd. WMNNt~ Thls AIA° Docrerrerrt Is ~' Pfd h9 U.S. Copyrlplrt Lew and hrterrratl0rlel Thzetlee. lhmellgrhed repredrretlOn a' dtstrtbrpi0n o/ thls AIA° Doderrerrt, or arty Fallon of M. 1 erey reardl to severe oMl end rximNul panelass, and adll he prnaseuled b the neodmuer aslant poatle under the late. This dorerrwrt was Produced by / s ~ at 10:0500 on OTha1~008 under ONer No.1o0096408~1 which eogiles on 7/t5200®, and !s riot to meals. ARTICLE 1 THE COMRACT DOCUMENTS The Contract Doctmtatts oansist of this Agreement, Conditiaos of the Contract (General, Snpplemeatary and other Cooditions~ Drawings, Specayfications, Addeadaissued psiar tD exetartiaD of this Agreement. other doctmoents listed in this Agreeosptt and Modific~tioffi issued otter n of this Agreement; these farm the Contract, and are as ferny a part of the Contract as if attached to this agreement ~ repeatxd herein. The Contract represents the entire and integrated rlgreenuprt between the parties hereto and sttpayrodes prior negotiation, represenmions or agreements, ehlter writbeD or araL AD entmoeratioD of the Contract Documents, other than 11Aodifu;ations, appeals in Article 9. ARTICLE 2 THE IIYOfiI(OF THIS CONTRACT The Contrarxor shall execute the ere Wok d in the Contract Doamaents, except m the extent spedfically indicated in the Contract Documents to be the responsibe~ity of others, or as follows: ARTICLES DATE OF COMMENCEMB~II' AND SUBSTANTIAL COMPLETION ~ 3.1 The dame of ccmmooenoement is the dace from which the CaDtrsct Time of SedicD 3.2 is meaarn+ed, end shell be the dame of this Agrocmeat, as first written above, uoleas a different date is stated below or provision is made for dte date to be fixed in a notice W proceed issued by the Owner. (hsssrt the date of aonwuncement; } f it df~srs fiwn tlrs dots of this Agnamnent ~, {f appJicabl~ slats drat the dau will be fiaxd iK a potters m pmcsed) . Unless the dame of oomo»~oement is established by a notice to proceed issued by the Owner, the CoDtrarxor shall notify the Owner, through the Cansttvction Manager, in writing not less than five days before oommloencing the Work to permit the timely filing of mortgages. moechanic's liens and other security interests. § 32 The Contractor shall achieve Snb~antial Completion of the entire Wort na lamer than ( ) days after the Date of Cammt: {Insert the aakndar data or number of calsrrdhr days ~ t-re dais ~aonnxaraernart Aloe insert any rsgrdr~nta for sarHer Sdbiatmrtial Conrpldion of rxrtain portlorra of the Worm if Trot stated elsewlrsre in t>ss Contract Docronart~) Pottlon of Work Sttbsttatttiat Completlon date ,subject to adju of this Contract Time as provided in the Contract Doc>mrents. {)risen provisions; carry, .~ u4 8 m failrrrs m cwnplete on tuns.) ARTICLE 4 CONTRACT ~JM $ 4.1 The Owner shall pay the Contractor io rmrrent funds for the Contractor's perfarmrmce of the Contract the CoDtract Sum of (~ ~ subjerx w add~ion and dcduaiats as provided in the Contract Documents. § ~.2 The Contract sumo is based upon the following alterrratet, if any, whim are described in the Contrarx Documents and are hereby aaxpsod by the Owner: (SAate the rearnbers or other ideap{raotiore of'accepted alternames. If decisions on other alternatts an m be ~ by the Owner srrb-segrmnt m the execraion of tkisAgreement, attach a schedule ofsuch oilierakernates slwwing the amorart for eadr and ilre date rrNil which that amoratt is valid) § ~3 Umt prices, if any, areas follows: Inlf. AIA Document AtaUplla~ -19D2. Qopyrtpht01at12 ~ llfe Mieria9n kmdt~le otA~ddlecte. A! rlphb ruserYarL WABNMr~k Thls AIA~ Dogsnsnt M prohcled by U.B. capyrigld Lew and lntematlorral ltualles. UrMlNhorieed raproductlen err dlatrlbutlon of thhl AtA~ Doprnard, err anY P~ at tR may rasuR 6n souse dull and crhnlual paraltlp,and wit ba proeearled to the ma:lmuur adept posslhla under the law. Thte doCm~enl was prorgiced br i ~s at to~mmmnerloos underOrder lte.toooawoe4 l wlydrac~rsson m~aooa, aria rs ~oetarresrre. (?awl D~t:tiptlat Utrils Prlre (~ O.Oa) ARTICLE 5 PROGRESS PAYIIIEli1TS § 5.1 eased upon Applic~ons for Payment submitted by the Contractor to the Constroction Manager, and upon Prajed Applications and Certificates for Payment issued by the Construction Mager and Architect, the Owner ' shall melee progress payments ao sooomrt of the Contract Sum to the Contractor as provided below and elsewhere in the Contrad Documarts. § 5.2 The period covered by each Application for Payment shall be one calendar momlr ending ~ the last day of the month, or as follows: § 5.9 Provided an Application for Payment is submitted to the Construction Manager not later than the day of a month, the Owner shall make payment to the Contractor not later than the day of the same month. if an Application for Payment ~ received by the Cotrstnrdion Manager after the application date fixed above, payma~ shall be made by the Owns not later than ( )days alter the Constraction Manager nareives the Application for Payment. § 5.4 Each Application far Payment shall be based upon the Schednk of Values submitted by the Contractor in ' aoooadacee with the Contract Docrmnarts. The Schedule of Values shall allocate the entire Contract Sum among the various portiats of the work area be prepared in such foam and supporeod by such data to snb~sntiate its aoarracy as the Construction Manager or Architect may regnire. This schedule, unless objected to by the c~onatrndion Manager ~ Architect, shall be need as a basis for reviewing the Contractor's Applic~ons for Payment. ' § 5.5 Applications far Payment shall indicate the percentage of compldion of each parson of the Work as of the end of the period covered by the AppLcation far Payment. ' § 5.6 Subjcct to the provisions of the Contract Documents. the amount of each progress Payment shall be conupntcd as follows: ' §5.6.1 Taloe that p~ottiwr of the Contract Sum properly allocable to completed work as determined by multiplying the percprtage completion of each portion of the Work by the share of the total Contract Sum allocated to that potion of the weak in the Schedule of Values, less ntainage of ( ). Pending final determination of cost to the Owner of changes in the work, amounts not in dispute maybe inchrded as provided in Section 7.3.7 of the ' General Conditions; §5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stoned at the site for subsequent incorporation in the completed oonstrucxon (~, if approved in advance by the Owner, suitably stared ~ the site at a location agreed upon in writing), less retaiaaga of ( ); §5.6.3 Subtract the aggregaee of Previous payments made by the Owner, and ' §5.6.4 Subtract amooots, if any, for which the Construction Manager arc Architect has withheld err nuWfied a Certificate for Payment as provided in Section 9S of the General Cmtdidons. ' § 5.7 The progress payment amount determined in accoidanoe with Section 5.6 shall be fi><ther modified ender the following circumstances: §5.7.1 Add, upon Substantial Completion of the Wok. a sum snfbicient to increase the total payments to ( ) ' of the Comact Sum, less such amomr#s as the Construction Manager iecont~nds and the Architecx determines for incomplete work and trosettled claims; and §5.7.2 Add, if final conopletion of the work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in aoooadance with Section 9.10.3 of the General Conditions. try au- ooarw,ane Atotlcw+~- t9m. capyrtairto t 992 bit Ths Amerman Yetll~e err Ardrrecls. All rtdns roacrwd. waawtc~ TMs run' oocranerN tr Prated b1- t1.4 Copyripid Law and Interralloral Traetks. Iltiauaroriaed rsprodradbn err d~rdlar of this AtA Decrraerd, err any porUar of R. ' nuly roads ht esnere cirN and rxbdnai pernltlss, and aria be prosecuted is the aundnuan exMd poeslbie under the law. This dooumant rtes prodiarod hY / (AleNirso ~ at 10~D5:Da an 07/1a/lOOa under O~dsr No.1000984084_1 rd~ICh e~4es on 7/1512009, ~d is not for nnaN. § 5.8 Rednctiao ~ limitation of retainage, if any, shall be as follows: (!f it is irrterrdea~ prror m Substantial Conrpletiox the entire Word m reduce or Ibsit the reminage resulting from the pericenmges inserted in Sections 5.6.1 and 5.6.2 above, and dris is Trot explained elsewhere in the Contract ~ insert hen provisionsfor sudr reduction or)ineitation.) ARTICLE 6 FINAL PAYMENT Final payment, oonstidrting the entice napsid balance of the Contract Som. shall be made by the Owner to the Cocttrador when (1) the Contracx has been folly performed by the Con>facxar except for the CoNrador's responsibility m correct nonoocsfarming Work as pcovidod in Section 12.22 of the C,eaesal Conditions and m satisfy other regniremecrts, if an)r, which necessarily survive final paymenh and (2) a final Project wee for Payment has been issued by the Cocrstraction Manager and Architect arch final payment shall be made by the Oarner not mote than 30 days after the issuance of the final Projecx Certificate for Payment. a ~ follows: ARTICLE 7 MISCELLANEOUS PROVISIONS § 7.1 Where cefaence is made in this Agreement m a psovision of the Geaecal Conditions or another Contract Document. the reference refers so that provision as ameatded or supplemartcd by other p~conris~ of the Co~ract Documents. § 7.2 Payments doe and mmpaid render the Co~ract shall bear iatecest from the date payment is doe at the rate stated below, or in the absence thereof, at the legal rate prevat7ing from time m time at the phxx whose the Project is located. (Insert rate of interest agreed upon, if any.) ( )per annum (Usury laws acrd r~equindnents under the Federal Truth in Le-rding Act simr7ar smAe and local carsurrrer credit laws and other regulations at the Owner's and Cormacmr's principal places of business, the location the Project and elsewhere may of fiect the validity of this provision. Legal advise should be obmined wit/r respect m deletions or modJraatio-rs, and also regarding requirements soda as written disclosures or waivers.) § 7.3 Temporary faa7ities and services: (Hen insert temporary facilities and services while are dr;,§`ere-rt from or in addition m those inchrded elsewhere in the Contract Document) § 7A Other Provisions: (Here fist any special provisions a,,~ncting the („OletraCt.) ARTICLES TERMINATION OR SUSPENSION § 8.1 The Contract may be tetmimted by the Owner err the Caotractor as provided in Article 14 of the Geceeaal Conditions. § lL2 The Wark may be suspended by the Owner as provided in Artcle 14 of the Gaeecal Ca~ceditions. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contracx Documents, except f~ Modifications issued after exocntion of this Agreement, are enumerated as follows: tnlt. tee- Document Astrt~cw*~ -sass. oopyriphe ©tse¢ ty rns ~msdcae x~tsae a Mchaects. Aa rtnm. r..^vaa. wa°nnmoe rnis tw-° DoceeeNeet is Proledsd b71 U.S. Copyrlyht Law and tnterneaanl Thsetlsa tR~aeea~orlaed eeprodnceloee a dhlributloa of tNs AIA DoannaM. m any p°rtlon al n, may nreun M senw~e dull area ahaprel peneisee, area ids be proesaasd to qw mexpnean audaet powlbte sewer ace tear. Thts doaene~a.ra. taoduosd by i AIA eoldeere et 10:050 on o7naraoos wider Omer nra.toooos4os~+ whteh auepires on rnsr~oos. ens is na for reeate. Ueer ttc~tee (25768s95?~ i §8.1.1 The Agreement is this execited Standard Farm of AgteemeM Between Owner and Contractor, AIA Document A101/CMa,1992 Constriction Manager-Adviser F.didion. ~ 8.12 The General Conditions are the Geieral Conditons of the Contract for Constrttctioq AiA Document A2011CMa,1992 Constriction Manager-Adviser Bdition. ~ 91.3 The Supplemattary and other Conditions of the Contract ate those contained in the Project Manual dated , aced ate as follows: Title ~ 91A The Specifications ate those contained in the Pmjed Manual dated as in Section 9.1.3, and ate as follows: (EetTur list nhe Spec~fiaations Item or refer m on esiiebit attarahed m this Agr+eenrent) Title of Specifications exhibit: (Table dekud) ~ 913 The Drawings areas follows, and are dated unless a different date is shown below: (Either lest the Draeni~gs leers or refer m an emit attadead m dersAgnemeeet) Title of Drawings earlnbit: (?'~ ) § 91.6 The Addenda, if arty, are as follbws: Number O Portions of Addenda relating m bidd'mg tegeateaeeuts rte not part of the Contract Docutree~ tudess the bidding regttiteraae~ts ate also eamneratod in this Article 9. § 91.7 Other documents, if any, forming part of the Camtract Documents are as follows: (List leer eery additional ~creetarts whine are inte-rded m,~rrn part of the Coraract Docwneats. The Gemral Conditions prot+rde drat biddieRg regtriremeeets sercle as advertisanuet or reeviaatiore m bid lersbtec~es to Bidders, sample forms and the Cantr~or's brd are not part of the Contract Docineuets unless eeeueneroud in tiers Agreement They sleoedd be fisted Isere only rf rounded to bt part of rise Contract Doctrneeetts.) This Ageeeneeit entexed into as of the day and year first written above. OWNER (srere) (Panted name and title) ;s~~_,_I.I;_TII~1~ (~S~e) (Panted mm~e a~ title) tnh. ntA io~„meea Atm~.~- teas. csPrrgae ~ tssx ~ The rmeercare r~seaeos at ArahYstls. ar eights easervad. w~wct:7lels eua• ioceeenene a prateclad b!- tl.S. Copyrlpht taw and bebreaaonN 7e~tlss. ueeauthortaad repeodaetlon ar dMMbeetlae otthls AtA Downed, ar an~r poraon of rR map reaidt In senses awt and crhednsl parntsaa. and aria bs proaseuted m eh. eeewehnene latent possrwa under fes her. rns doaarwnt was paleoed by ~ ~e at tc:os~oo an U7n 9IP0o8 ceder On1er ntoto0ose~0sn t whey axpiras on msetooa and ~ nano. resits. Ci r 1 CI 1 1 1 DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00600 -PRE-CONTRACT PERFORAIIANCE SUBMITTALS -BID PACKAGE 2 COLUAABIA HEIGHTS PUBLIC SAFETY CENTER PART 1 GENERAL 1.01 DESCRIPTION A. Each Contractor shall submit to the c~nstnic~ion manager the foNowing pre- contn~ct pertormanoe submittals when appl'~cable, within ten days of the date of the Le0er of Intent. B. Pre-contract submittals shall be submit#ed separately for each Contract. 1.02 PIZE-CONTRACT SUBMITTALS The contractor shall not commence work nor allow subcontractors or sub~uboontractors or suppliers of any materials to commence work until the following submittals are provided and approved: A. Pertormance, and Labor and Material Payment Bond for 10096 of the Contract Amount (if required). B. I nsuranoe Certificate with coverages as specified in Section 00810; Article 11, Insurance. C. A Schedule of Values. D. List of SubcoMracfiors, material suppliers and equipment manufacturers. E. A detailed schedule for the work of the Contractor. F. Material Safety Data Sheets for all materials to be used on-sifie. G. Contractor written Safety Program. END OF SECTION 006-1 ' DMSION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00700 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER The General Conditions of the contract for oa~struction are AIA Documents 201/CMa issued by the American Institute of Architects 1992 Edition. ' No oontractural adjustment shall be due or n~quested as a resuR of failure on the part of the Corrtrador to fully acquaint themselves and all other parries fio the oorrtrad with Document 201~Ma. 1 C END OF SECTION 0000-1 ~ I Document A2011CMa" -1992 ' General Conditions of the Contract for Conshvction lAlt)ele the Constnxfion M~legeris NOT a Constrrxtor ' iorthe [olbnring PRO~IECT: (Name and locaifore or address): ADD17117NS AND DELETIOIiS. -, Columbia Heights Public Safety Cenbrr 825 41 ~ Avemte Northeast The author of this dorxmerd has added hfamatiort needed for ~ Colnmbia Heights. MN 55421 complellon. The autllor may also have revised the tend ad the original THE OMMER: AIA standard Conn. An Addlbr~s and ' (Name aad address): Oadebarte Aa~artthat notes added City of Colnmbia Hdghts IrdormeNort as vray as revisions to 590 40dt Avenue Noettteast the stafdard farm feud h avaNeble Columbia Hdghts, MN 55421 from the author and should be ' reviewed. A vertlcd the h the felt THE ARCHITECT: maran at this dxtsnent hdlostes (Name aad address): where the author has added Bnetow and Associates " and where ' 2345 Rice Street the author has added to ar deleted Suite 210 Iran ~ ~'~ AIA laud. St Paul, MN 55113 This dormrrterlt has hrrportent Iegel ' cortseglterlces. Cortet~tlon with en atlomey h encouraged with respect TABLE OF ARTICLES to 6s oompietbn or m°diRcwti°n. 1 GENERAL PROVISIONS - --- . 2 OWMER ' 3 CONTRACTOR 4 ADMINISTRATION OF THE CONTRACT ' S SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS ' 7 CHANGES IN THE WORK ' B TIME 9 PAYMENTS AND COMPLETION ' 10 PROTECTION OF PERSONS AND PROPERTY - 11 q~%IRANCE AND BONDS ' 12 UNCOVERING AND CORRECTION OF WORK 1S M~CELLANEOUS PROVISIONS ' 14 TERMINATION OR SUSPENSION OF THE CONTRACT ' INt AU1 Docrerrent A20t/CNa" r -11192. CapyrpM m 19~ by Ttie American hetld~te of Arohaacts. All NpINa reserved WARNWO: This AIA° Doaenent Is protected by U.S. Copyright Law and Intenratlonal 7Featles. thgerthorteed reprodrreUon a dldrlbulion of this NA° DocumerM, a any partlon of It, 1 may resrdt in severe dvN and crhnlrrel petrrlfles, end wl6 be proesculed to the marthnum ardent poaatbls under the law. This documera ws produced by / AlA 6aRMlafe at 10:10:02 On 07M820p8 Under Order Nb.100086408~,1 aAllCtl enplree Oa 7H 62009, and ie not for reads. :, user 11ota: (417&567606) WDEX Acrxptana of Noncomtorming Work 9.6.6, 9.93. Il?3 Acceptance of Wart 9.6.6, 9.8.2, 9.93, 9.10.1, 9.103 Ateess to Work 316, 6.2.1,12.1 Accident Prtwention 4.6.6,10 Acts and Omissions 3.2.1, 3.2.2, 33.2, 3.12.8, 3.18, 4.6.6, 4b.2., 4.79, 83.1,10.1.4,10.2.5,13.4.2, 13.7,14.1 Addenda 1.1.1, 3.11 AdditYoml Cosfs, Clsiios iinr 4.7b, 4.7.7, 4.79, 6.1.1,10.3 Additional Inspections and Testing 4,6.10, 9.8.2,122.1,135 Additia®al Time, Chtams 141r 4.7.6,4.7.8, 4.79, 8.3.2,103 ADN@llSrRATION OF THL CONTRACT 333, 4, 9 4~ 9S Advertisennerrt ar Invitatmn ~ Bid 1.1.1 Aesthetic Ef 4b20, 49.1 3.8 All-risk Insurance 11.3.1.1 Applications for Payment 4b.9, 73.7, 92, 93, 9.4, 95.1, 9.6.3, 9.8.3, 9.10.1, 9.103, 9.10 4, 11.13,14.2A Approvals 2.4, 3.3.3, 3S, 3.103, 3.12.4 through 3.12.8, 3.183, 4.6.12, 932,113.1.4,13.42,13.5 A,rbitratlon 4S, 47.4, 49, 83.1,10.1.2,11.3.9,113.10 Amhitrrct 41 Architect, and CertiScate of Payment 4b.9 Architut, lkfmition of 4.1.1 Architect, Extent of Authority 2.4.1, 3.12.6, 4bb, 4.7.2, 5.2, 63, 7.1.2, 72.1, 7.4, 9.2, 9.3.1, 9.4, 9S, 9.63, 9.8.2, 9.83, 9.10.1, 9.103,12.1, 12.2.1,13.5.1,1352,14.22,14.2.4 Architect, limitations of Authority and Responsibility 3.33, 3.12.8, 3.12.11, 4.65, 4bb, 4.6.10, 4.6.12, 4b.17, 4b.19, 4b20, 4.7.2, 5.2.1, 7.4, 9.6.4 Architect's Additional Services and Expenses 24, 9.8.211.3.1.1,12.2.1,12.2.4,, 135.2, 1353, 14.2.4 Archdtect's Administration of the Contract 4.6,4.7.6y4.7.7,4.8,9.4,95 Architect's Approvals 2.4.1, 3.5.1, 3.103, 3.12.6, 3.12.8, 3.183, 4.6.12 Architect's Authority to Reject Wort 35.1, 4.6.10, 12.1.2,12.2.1 Architect's Copyright 13 Architect's Ikcisions 4.6.1Q, 4b.12, 4b.18, 4b.19, 4.62Q 4.7.2, 4.7.6, 4.8.1, 4.8A,4.9,63,8.1.3,83.1,9.2.9.4,95.1,9.8.2,9.9.1, 10.1.2,135.2,14.2.2,14.2.4 Architect's Inspections 4bS, 4.6.16, 4.7b, 9.43, 9.82, 9.9.2, 9.10.1,135 Architect's Insorttctions 4.6.10, 4.6.12, 7A.1, 9.43,12.1,135.2 Architect's Intrrs 4.6.18, 4.6.19, 4.7.7 Architect's On~ite Observations 4bS, 4.6.9, 4.7b, 9A3, 95.1, 9.10.1,135 Architect's Project Representative 4b.17 Architect's Relatiomhip with (brltractor 1.1.2,32.1,3.2.2,33.3,3.5.1,3.7.3,3.11,3.12.8, 3.12.11, 3.16, 3.18, 4.6.6, 46.7, 46.10. 4.6.12, 4b.19, 5.2, 6.2.2, 7.3A, 9.8.2,10.12,10.1.4,10.15,113.7, 12.1,135 Architect's Relationship with Conshnction Mager 1.1.2, 2.41,3.12b,3.12.8,46.8,4.6.10,46.14,4.6.16, 4.6.18,63.1,9.7.1,9.8,9.9.1,9.9.2,9.10.1,9.10.2, 9.103, 12.2,4, ~35.1,1352,135.4,142A Architect's Relationship with Subcontractors 1.1.2, 46.6, 4.6.7, 4.6.10. 5.3.1, 9.63,9.6.4y 11.3.7 Architect's RepreseNadons 9A3, 95.1, 9.10.1 Architect's Site Visits 4b.5, 4.6.9, 4.6.16, 4.7b, 9.4.3, 95.1, 9.82, 9.9.2, 9.10.1,135 Asbestos 10.12,10.1.3,.10.1A Attorneys' Fees 3.18.1.9.10.2, lO.IA . Award of Separate Contracts 6.1.1 Award of Saboontracts and Other Co~trttds for Partbes ~ the Wank 5.2 Basic llrz8nitions 1.1 Bidding Roquireme~ 1.1.1, 1.1.7, 5.2.1,11.4.1 Barg and Macbh~ry >Gosm;artce 1Il.32 Bands, lien 9.10.2 Bands, Performance and Payment 73.6.4, 9.10.3, 11.3.9,11.4 Irdt. as oseunent AsatlCNe~ -1992. Copyrlghto 1992 by The American Unamd+le of An:haects. All rights nosarvad. wlwwtm: This IYA° Doaanent b Pfd bi-11.5, cePY~ taw and iMarrndbnal Tteaaes. llnsuthor~sd neproducaon ar dlstrlbatlon of gYs ArA Dsclsnsnf, or eny portion er R. may rewn In serare olvll and criminei pstilttes, and wla be prosecuted b the amdnean extent possfbM uuler the Mr. Thls dodment was praduoed hY ~ ec to:toa2 m tnnanoos under ddar roo~taooae~taea_t which exprea an miteaoo9, and is rat for remle. t4t>~~ ' Bm7ding Permit 223, 3.7.1 Capitalisation ' IA Certificate ~ Substantial Completion 9.82 1 1 CarOACates for Payment 4.6.8, 4.69, 93.3, 9A, 95, 9.6.1, 9.6.6, 9.7.1, 9.83, 9.10.1, 9.103,13.7,14.1.13,14.2.4 Certificates of Inspoction, Testing or Approval 3.12.11,135.4 Certificates of lnsuranoe 93.2, 9.102,11.1.3 CLange orders 1.1.1, 2.4,1, 3.82A, 3.11.1, 4b.13, 4.7.3, 523, 7.1, 7.2, 7.3.2, 83.1, 9.3.1.1, 9.103, 113.1.2,11.3A, 11.39,12.12 Change Orders, Definition of 72.1 7.1 CHANGES IN THE WORK 3.11,4.6.13,4.6.14,7,83.1,9.3.1.1,1013 Claim, Definition of 4.7.1 Chums and Disputes 4.7, 4.8, 4.9, 625, 83.2, 9.3.12, 933, 9.10.4,10.1.4 Claims and Tlmely Assertion of Claims 49.6 CJaimsf~Addltional Cost 4.7.6, 4.7.7, 4.79, 6.1.1,103 Claims for Additional Time 4.6.9, 4.7.6, 4.7$, 479, 83.2 1 1 I I Claims for Conemled or Udrnown Conditions 4.7.6 Claims far Damages 3.18, 4.79, 6.1.1, 625, 8.32, 9.5.12,10.1 A Claims Subjcct to Arbitration 4.72, 4.8.4, 4.6.1 Clem~g Up 315, 6.3 Commencranent of Statutory Limitation Period 13.7 Commatoement of the work, Conditions Relating to 2.12,2.2.1,3.2.1,32.2,3.7.1,3.10.1 3.12.6,4.7.7, 52.1, 622, 8.1.2, 822, 92,11.13,113.6,11.4.1 Commenoemeat of the work, Definition of 8.1.2 Comm®it~tions, owner to Architect 2.2.6 Cons, Owner to Construction Marwger 22.6 Comm~tmications Facilitating Contract 39.14.6.7, 5.2.1 Completion, Conditions Relating to 3.11, 3.15, 4.65, 4.6.16, 4.7.2, 9A.2, 9.8, 9.9.1, 9.10, 1135, 1222,13.7.1 COMPZ.ETiON, PAY1~S AND 9 Completion, Substantial 4.6.16, 4.75.2, 8.1.1, 8.13, 82.3, 9.$, 9.9.1,12.2.2, 13.7 Compliance with Laws 1.3, 3.6, 3.7, 3.13, 4.1.1,1022,11.1,113,13.1, 135.1,1352,13.6,14.1.1,14.2.13 Conoealod or Uakaown Caaditiaos 4.7.6 Conditions of the Contract 1.1.1,1.1.7, 6.1.1 cooseat, written 13.1, 3.12.8, 3.14.2, 4.7.4.4.95, 932, 9.8.2, 9.9.1, 9.102, 9.10.3,1012,10.13,11.3.1, 113.1 A,113.11, 13.2,13.4.2 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 73.1 Cron (fie Direetlvet: 1.1.1, 4.6.13, 7.1, 73, 93.1.1 Coon Maoager Constincxion Manager, and Building Permits 223 C~taction Martagrr, Claims against 4.7.2 Construction Manager, motions through 4.6.7 Construction Manager, and Construction Schedule 3.101, 3.10.2 Construr~on Mamiger, Definition ~ 42.1 Constrvction Manager, and Documents and Samples ~ the Site 3.11.1 Construction Manager, Bctent of Authority 3.12.6,3.12.8,43,4.6.3,4.6.11,7.1.2,72.1,7.3.1, 83.1, 921, 93.1, 9A.1, 9A3, 9.8.2, 9.83, 99.1,12.1, 12.2.1,12.2.4,14.2.2,14.2.4 Construction Manager, Limitations of Authority and Respanst'bOrt' y 4.6.6, 4.6.10,13A2 Corntrndion Manager, and Snbmitmis 3.10.3 Consticuction Manager's Additional Services and >lacpenses 12.2.1,12.24 Consttoction Manager's Administration of the Contract 4.6, 9A, 95 Construction Manager's Approval 2A.1, 3.103 Construction Manager's Authority to Reject work 4.6.10,1221 (Jonstructiort Manager's Decisions roA uocumera nmtltata+a - rs~ taopyrlpM eD t set by The American tnslltub a A~ddiecls. M rlpha reervsd. wARNatce 7hle AIA• oocunent b InR a>~red by US, f~opyrlaht law and hMermtlonal Thsalhs. tlnwthsrizad rsprodatdlsn er dlstrFbuaon a this AU1• Dogrnsnt, or any PaMan or a, may rewa h severe ova and crlm6ml pensltlaa, and wl~ be praasculsd to the anatnaan sxtmt PosslbU older lhs law. This dopsnent was produced ty ~ at to:lonzon mnaROOS anaeradernioraooaseoea r,~a~ eo~eaon ins2oos, and is natorresma. tarr~raosl 73.6, 73.7, 73.8, 93.1, 9x4.1, 95.1 Cron Manager's Inspectiats 4.6.10, 9.4.3, 9.82, 9.92,121.1 Construction Manager's On-Site Observations 95.1 Construction Manager's Relationship with Architecx 1.12, 4.6.8, 4.6.10, 4.6.11, 4.6.14, 46.16, 4.6.18, 63.1, 92.1, 9A~2, 9.43, 951, 9.6.1, 9.63, 9.8.2, 9.83, 99.1, 9.10.1, 9.102, 9.103, 11.13,122A,13S.1,1352. 13SA,1422,14.2A Caostroctiort Manager's Relationship with Co>mractor 32.1, 3.2.2 33.1, 333, 3.5.1, 3.7.3, 3.10.1, 3.102, 3.103, 3.11.1, 3.125, 3.126, 3.128, 3.129, 3.12.1Q 3.1211,3.132,3.14.2,3.15.2,3.16.1,3.17.1,3.18.1, 3.183, 4.63,4.6.4, 4.6.6, 4.6.11, 52, 6.2.1, 62.2, 7.12, 72.1, 73A, 73.6, 7.39, 83.1, 92.1,9.3.1, 9A.1, 9.42, 9.43, 9.7.1, 9.8.2, 9 9.1, 9.10.1, 9.102, 9.103, 10.1.1,10.12,10.15,10.2.6,113.7,12.1,135.1, 135.2, 13.53,13.SA Caosfrnction Manager's Relationship with Owner 223, 46.1, 4.6.2,10.1.6 Construcxion Manager's Relationship with Other Contractors and Owner's Own Forces 4.63 Construction Manager's Relationsbip wish Snboon<racto~rss 4.6.10, 53.1, 9.63, 9.6A Caostrs~ction Marmger's Representations 9A3, 9.5.1 Construction Manag~rr's Site Visits 9A.4, 9.5.1 Construction Scl~dules, Contraactr's 3.10, 463, 4.6.4 Ctmtlogent Assignment at $abwntracts SA Cow Conhact Pprlormanoe 47A Contract, Definition of 1.12 CONTRACT, TERMIL~iATION OR SUSPENSION OF T~ 4.7.7, 5.4.1.1,14 Co~ract Administration 333, 4, 9A, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 52.9.2,11.13,113.6,11.4.1 Contrail Documents, The 11,1.2, 7 Contract Documents, Copies Furnished aril Use of 13,225,53 Corrtrarx Dowments, Definition of 1.1.1 CoMcact Perfasmance During Arbitratiozt 4.7.4, 4.9.3 Ca~x Stan 3.8, 4.7.6, 47.7, 4.8A, 52.3, 7.2, 73.9.1, 9.7,113.1, 1224,123,1424 Contract Sum, Definition of 9.1.1 Contract Titome 4.7.6, 4.7.8.1, 4.8A, 72.13, 73, 8.2.1, 83.1, 9.7, 121.1 Contracx Tiase,n DeSnition of 8.1.1 CONTRACTOR 3 Contractor, Definition of 3.1.1, 6.12 Contiractar's Bid 1.1.1 Cotter's Constructlaa Settcdales 3.10 Contractor's EmP~J~ 332, 3A2, 3.8.1, 39, 3.18, 4:6.6, 4.6.10, 8.12,10.2, 103.11.1.1,142.1.1 Coatra~mr's Iiablluy Insmasxx 11.1,113.15 Contractor's Relationship with Other Contraceora and Owner's Own Forces 3.125, 3.142, 4.6.3, 46.7,12.25 Contractor's Relationship arish Snboontractors 12.4, 33.2, 3.18.1, 3.18.2, 5.2, 53, SA, 9.6.2,113.7. 11.3.8,14.2.1.2 Contractor's Relationship with the Architect 1.12, 3.21, 3.22, 333, 35.1, 3.73, 3.10.1, 3.103, 3.11.1, 3.12.6, 3.12.8, 3.129, 3.16.1, 3.18, 46.6, 46.7, 4.6.10, 4.6.12, 4.6.19, 52, 6.2.2, 73.4, 9.2, 93.1, 9.82, 9.103,10.1.2,10.1.5,10.2.6,113.7,12.1,135 Contractor's Relationship with the Constnuxion Manager 1.1.2, 3.21, 32.2,33.1, 333, 3.5.1, 3.73, 3.7A, 3.10.1, 3.102, 3.103, 3.11.1, 3.125, 3.12b, 3.12.8, 3.129, 3.1211, 3.13.2, 3.142, 3.152, 3.16.1, 3.17.1, 3.18.1, 3.183, 4.63, 4.6.4, 4.6.6, 5.2, 6.21,622, 7.1.2, 721, 73.4 73.6, 7.39, 8.3.1, 92.1, 9.3.1, 9.4.1, 9.4.2, 9A.3, 9.7.1, 9.82, 9.9.1, 9.10.1, 9.10.2, 9.103, 10.1.1,10.1.2,10.15,10.2.6,113.7,12.1, 13.5.1, 13.5.2,1353,135.4 Cont<actor's Represwtatioce 122, 3.5.1, 3.127, 62.2, 82.1, 9.33 Contractor's Responsibility for Those PerFort~igg the work 332, 3.18, 4.6.6,10 Cooticactor's Review of Contract Documents 1.2.2, 3.2, 3.73Contrador's Right to Stop the Work 9.7 Contractor's Right tD Terminate the Contract 14.1 Contractor's Submittals 3.10,3.11,3.12,4.6.12,5.21,5.2.3,73.6,9.2,9.3.1, 9.8.2, 9.9.1, 9.10.2, 9.10.3,10.1.2,11.4.2 Conhacxor's Supprintendart 3.9,10.26 Contractor's S»pervision and Construction Procedures 1 1 1 1 1 Inlt. NA Docunsnt A201lCNa'r-1994.Oepyrlg6t O tlttl2 by'fiw Ameri~n Nisti~~Ee of AndlRscds. AN rtghts reserved WaeRlst'10: Thls AU1~ Dogrnsnt ro prnsctsd bg U.S. Cspyrttght I.aw and InmmsaertN ihatles. Unsuthorrosd reprodnalsn or droMbutlon of thro AIA DoganpM, ar eet- portion of 0. 4 ~]I rasatt ti severs cirN and a1mNre1 peratass, end wIN bs prosecurod m ttis mwrlnnan auaent poselbM urKler the row. This docmrien was prodioed btr i aw aaltware n tQttt:04 an o~nsr2oos unae.oraer Hotaoosssoe~t wtdeh s~~ires on mr,~ao9. and ~ not br resale. tJesr Noss: (4t78~7a05) I 1.24, 33, 3.4, 4b.6, 8.22, 8.23,10 Cmtracxnal Lability Insura»ce 11.1.1.7,11.2.1.113.1.5 Coordination and Correlstian 1.2.2,1.24, 33.1.3.10, 3.127, 6.21 Copies Furnished of Drawings and Specifications 1.3, 225, 3.11 Correcxien of Wark 23, 24.32.1, 4b.1, 9.82.9.9.1,121.2,122,13.7.1.3 Cost, Definition of 7.3.6 Costs 2.4,3.21,3.7A,3.8.2,3.15.2,4.7.6,4.7.7,4.7.8.1, 5.23, 6.1.1, 623, 63.1, 7.3.33, 7.3.6, 7.3.7.9.7, 9.8.2, 9.10.2,113.1.2,11.3.1.3, ] 13.4,113.9, 12.1,1221, 12.24,1225,13.5,14 Gtirgtng and Patehing 314, 6.2.6 Damage to Canatrncti~ of Owner ~ Odter Contractors 3.142, 6.24, 9.S.1S,10~.1.2,10.25,10.3,11.1, 11.3, 12.25 1.IS Drawings and Spccifi, Use and Ownership of 1.1.1,1.3, 225.3.11, 53 Duty t4 Review Contract Documents and Feld Conditions 3.2 13ffaxive Date of Instaance 8.2.2,11.1.2 4.7.7,103 ~P~Yees, Cantractear's 33.2.,3.4.2,3.8.1,3.9,3.18.1,3.18.2,4.6.6,4.6.10, 8.1.2,10.2,103,11.1.1,142.1.1 Equipment, Labor, Materials and 1.1.3,1.1.6,3.4,3.5.1,3.8.2,3.12.2,3.123,3.12.7, 3.1211, 3.13, 3.15.1, 4.6.12, 62.1, 73b, 93.2, 933, 113, 122.4, 14.12,14.2.1,14.22 13~cecution and Progress of the Wank 1.23, 3.4.1, 3.5.1, 4bS, 4.6.6, 4.7.4, 4.7.8, 6.2.2, 7.13, 8.2, 83, 9.5, 9.9.1, 10.2.3,10.24 Et9tcotion, Cort+dation and Intelst of tLe Contract Documents C 1 Damage bo the work 3.14.2, 99.1,102.1.2, 10.25,103,113 Damages, Claims for 3.18, 4.69, 6.1.1,625, 8.3.2, 95.12,10.1 A Damages far Delay 6.1.1, 833, 95.1.6, 9.7 Date of Camonuaecemmt of the Wank, Definition of 8.12 Dace of Substantial Compktion, Definitiao of 8.1.3 Day, Defimition of 8.1.4 Decisions of the Architect 4b, 4.7, 6.3, 8.13, 83.1, 9.2, 9.4, 9.S.1, 9.8.2, 9.9.1, 10.1.2,13.5.2,14.22,14.2.4 Decisions of the Cons~tion Manager 43, 73.6, 7.3.7, 7.3.8, 93.1, 9.4.1, 9.43.95.1 Dedaions to Withhold CertifiCStton 9S, 9.7,14.].1.3 Defective or Noncoufarming Work. Acceptance, Rejectiea and Cornoctiau of .. 2.3,24,3.5.1,4.6.1, 4.6.10,4.7S,9S,9.8.2,9.9.1, 10.25,12, 13.7.1.3 Defective Work, Definition of 35.1 Definitions l .1, 21.1, 3.1, 3S.1, 3.121, 3.12.2, 3.12.3, 4.1.1, 4.2.1, 4.7.1,5.1,6.1.1.7.2.1, 7.3.1,7.3b,8.1,9.1,9.8.1 Delays and Extaasians of Tluse 4.7.1, 4.7.8.1, 4.7.8.2, 6.1.1, 6.2.3, 7.2.1, 73.13, 7.3.4, 73.5, 7.3.8, 7.39, 8.1.1,83, 103.1,14.1.1A 4.7, 4.8, 4.9, 6.2.5, 63, 7.3.8, 9.3.1.2 ~~~ Docnmerns and Samples at the Site 3.11 Drawings, Definition of 1.2,3.7.1 Extensions of Time 4.7.1, 4.7.8, 7.213, 8.3,103.1 Failene of Payment by Contractor 95.13,14.21.2 Failure ~ Payment by Owner 4.7.7, 9.7, 14.13 Faulty Work (See Defective ar Nortoonforming Work) lttaal Completion a®d 1~ Payment . 4.6.1, 4.6.16, 4.7.2, 4.75, 910,11.1.2,11.13, l 135, 123.1, 13.7 Financial Arrangements, Owner's 22.1 Fire and Extended Coverage Instuartoe 1 ].3.1.1,1135,113.7 GENERAL PROVISIONS ~~S Lsw 13.1 (Ilrara~ces (See Warranty and Warranties) Hazardous Materials 10.1,10.2.4 Idmtification of Contracx Documents 12.1 Identification of Suboorthactors and Supplie=s 5.2.1 Indemel~cetlon 3.17, 318, 9.10.2, 10.1.4,113.1.2,113.7 ]tutormatlan aead Services Req®r+ed ai the Owaes' 2.1.2, 2.Z, 4.7A, 6.2.6, 93.2, 9.6.1, 9.6A, 95.3.9.9.2, 9.103, l0.1A,112,113,135.1,135.2 Iq~ary or Damage to Persara or Property 4.79 Inspections 3.33,33.4,3.7.1, 4.6.5, 4.6.6, 4.6.16,4.7.6,9A3, 9.8.2, 9.9.2, 9.10.1,12.1.1,135 AIA Dscnnerk A2aUC11a~ - 1992. Copyright O 1992 br The Amed~n tnshh~ee of Aroh~Cb. Ap rlplNs raaervad. wARtN~lti: TMs ANe Docum[nt Is InIL ~ py U8. Copyright Law and hdernaliorNtl iteaaes. Unauttwr~d nrpraductlan or dletibutlon of tlNs AIA° Doarnent. ar arry portion of N. r, maynsuR to saves clvti and crhalnal peraYaes, and w91 bs prasecuead to the maxYrean extent possaia u~dsr 1ha law. This doasnwd was Produced by ~ ~s at ttxto~2 on u7ner~o9a ~adw ader wotoooss4oetit which sxplrea on ~nsrloo9, and is nee for resale. µtrst~78o~ Jnstructians to Bidders 1.1.1 Instructions to the Contractor 3.8.1, 4.6.13, 5.21, 7,12.1,1352 I1lsarance 4.7.9, 6.1.1, 7.3.6.4, 93.2, 9.82, 9.9.1, 9.1Q2,11 Ltsmance, Boiler and Machinery 11.32 Insurance, Contractor's Liability 1L1,113.1.13 Iffinrance, Bffeetl~-e Date of 8.22,11.12 lnsmance, Loss of Use 1133 Insntante, Owner's Lisblitity 112,113.13 ~>~ Property 10.25,11.3 Insttlanoe, Booted Maoerials 932,113.1A INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Oceupancy 9.9.1,113.11 Insntatxx Commies, Scttlemeat with 11.3.10 Ittomt of the Contract Docimuerlts 1.23, 3.12.4, 4.6.10, 4.6.12, 4b.19, 4.6.20, 7.4 Interest 13.6 hrterpretatlon 125,1A,15,4.1.1,4.7.1,5.1,6.1.2,8.1A Interpretations, Writoen 4.6.18, 4b.19.4.7.7 Joinder and Caasolidation of Claims Rcgaired 4.95 Jud~ent on I~lnal Award 49.1, 49.4.1, 49.7 Labatt and Materials, F.gdpuotent 1.13,1.1.6, 3A, 35.1, 3.8.2, 3.122, 3.123.3.127, 3.12.11, 3.13, 3.15.1, 4.6.12, 62.1, 7.3b, 93.2, 933, 12.24,14.1.2,14.2.1,14.2.2 Labor Disputes 83.1 Laws aced Regulations 13, 3.6, 3.7, 3.13, 4.1.1, 4.9 5, 4.9.7, 9.9.1,102.2, 11.1,11.3, 13.1,13A.1,135.1,13.52,13.6 Liens 2.1.2, 4.7.2, 4.75.1, 822, 9.33, 9.102 Lhdtatian on Cotasolidatbn ~ Joinder 4.95 Limitations, Statutes of 49.4.2,122b,13.7 Limitations ~ Anthotity 3.3.1, 4.6.12, 4.6.17, 5.2.2, 5.2A, 7A, 11.3.10 Limitations of L,iabOity 23, 3.21, 35.1, 3.73, 3.12.8, 3.12.11, 3.17, 3.18, 4.6.10. 4b.12, 4b.19, 6.2.2, 9A.3, 9.6.4, 9.10A,1Q1.4, 1025, 11.12.112.1, 11.3.7,13A2,1352 Dons of Time, General 22.1, 22.4, 3.21, 3.73, 3.8.2.3.10, 3.125, 3.15.1, 4b.1, 4.6.12, 4.6.18, 4.7.2, 4.73, 4.7.4, 4.7b,A.7.9, 4.6.42, 52.1, 523, 62A~ 73A, 7A, 82, 92, 9.5, 9b.2, 9.8, 9.10.11.1.3,113.1,113.2,1135,11.3.6, 12.21,1222,135,13.7,143 r.imilgtine,~e pf Tjllne, SpeCIfiC 2.12, 2.21, 2A, 3.1Q 3.11, 3.15.1, 4.6.1, 4b.18, 4.7, 4.8, 4.9, 53, 5.4, 735, 73.9, 8.2, 93.1, 9.33, 9A.1, 9.6.1, 9.7, 9.82, 9.102, 11.13,113b,11.3.10, 113.11,1222,122.4,122.6,13.7,14.1,1422 Loss alike iomrana 11.33 Material Suppliers 1.3.1, 3.121, 4.6.7, 4.6.10, 521, 93.1, 93.1.2, 93.3, 9A.3, 9.65, 9.10A 10.1,102A Materials, Labor, Equipment and 1.1.3,1.1.6, 3.4.1, 35.1, 3.8.2, 3.122, 3.123, 3.127, 3.1211, 3.13, 3.15.1, 4b.12, 6.21, 73.6.93.2, 9.33, 12.2A,14.12,14.21,14.22 Means, Methods, Techniques, Segtuaoes and Procedures of Construction 33.1,4.6.6, 4b.12, 9.43 Minor Chafes fn file work 1.1.1, 4.6.13, 4.7.7,7.1,7A U3 PROVISIONS 13 Modifications, Definition of 1.1.1 Modificatioro to the Contract 1.1.1,1.12, 3.7.3, 3.11, 4.12, 4.6.1.5.23, 7, 83.1, 9.7 Mntml Respotosibltlty 62 Noteeonfbrmitt8Wcrk, Aeeeptance a~F 123 Noncoafomotatg Work, Rejection and Correction of 23.1, 4.752, 952, 9.82,12,13.7.13 Notice 23, 24, 32.1, 32.2, 3.73, 3.7A, 39, 3.128, 3.12.9, 3.17, 4.7, 4.8.4, 4.9, 52.1, 5.3, SA.1.1, 82.2.9A.1, 9.5.1, 9.7, 9.10,10.1.2,10.26,11.13,113,122.2, 1224,133,135.1,135.2,14 Notice, Written 2.3, 2A, 3.9, 3.128, 3.129,4.7, 4.8A, 4.9, 52.1, 53, 5.4.1.1, 8.2.2, 9A.1, 95.1, 9.7, 9.10,10.12,10.26, 11.13,113,122.2,122.4,133,13.52,14 Notice of Testing and Inspetxions 135.1,13.52 Notice to Ptocoed 822 Notices, Per~ita, Fors and 22.3,3.7, 3.13, 7.3b.4,1022 Intl. AIA DootrrrerM A9atKyh"' -1892.Onpxight ~ 1992 hY The American trretl9ds of Nehaects. AN rights ressrwd. NIARIYN~: This AU1° DoeunNrd b pfd bi- U.S. Copprlpht Law end YNerrretlaml Treasas IAreatlror~sd reprodnctbn err dlatrlbutlon of tide AU1° Downrerrt, or any por9on of R may -emYt M aswra Gvq and alrnMnl psrotass, and wIN bs prweculed to the arsxYrrum extad possible order tits law. This dacrsrrerrt was produced dY / ~s ~-e et 10:10A2 on 07/1&2008 carder Ordor Nu.f00098~ON4_1 which ewes on 7/15/lOOa~, and b not far resale. (~17~ti7aDrr) i i~ Observations, Architect's On-Site 4.65, 4.6.9, 4.6.10, 4.7.6, 9.4.4, 95.1, 9.10.1,12.1.1, 13.5 Observations, Construction Manager's On~ite 914A, 12.1.1 Observations, Contracxor's 122, 3.22 ~P~Y 9.6.6, 9.8.1, 9.9,113.11 On-Site Inspections by the Architax 4.6.5, 4.6.16, 4.7.6, 9A.4, 9.82, 992, 9.10.1 On-Site Observations by the Architect 4b.~ 4.6.9, 4.7.6, 9A.4, 9.5.1, 9.10.1,13.5 Onsite Observations by the Construction Manager 9AA, 95.1 Orders, Written 23, 3.9, 4.7.7, 7, 82.2,11.3.9,12.1,12.2,13.5.2, 14.3.1 Other Contracts and Contractors 1.1.4, 3.14.2, 4.6.7, 4.95, 6,11.3.7,121.2,122.5 OWNER Owner, Definition of 2.1 Owner, Information and Savlces Regndred of the 2.1.2, 22, 4.6.2, 4.6.4, 6, 9,10.1.4,10.1.6,112,113, 13.5.1,14.1.15,14.1.3 Oaaxr's Authority 3.8.1, 52.1, 52.4, 5.4.1, 7.3.1, 8.2.2, 9.3.1, 932, 11.4.1,122.4,13.52,14.2,14.3.1 Ownea's P1nanGial Capability 2.2.1,14.1.15 Owner's Liability It~orance 11.2 Owner's Loss of Use Inuranoe 11.3.3 Owner's Relationship with Snboo~actors 1.1.2, 52.1, SA.1, 9.6A Owner's Rigbt to carry O~ the waste 2A,122A, 1422.2 Owna'a R~bt to Chwn Up 63 Owner's Right to Perform CaslsOrisedo®with Own Forces and to Award Other Contrails 61 Owner's Right to Stop the Work 23, 4.7.7 Owner's Right to Suspend the Vi/ork 14.3 Owner's Right to Terminate the Contract 14.2 Owneeship anti Use of ArchitecNs Drawings, S~ieci6csHons and Older Docommts 1.1.1,13, 2.25, 5.3 Partial OccnpaHCy ar Use 9.6.6, 99,113.11 Patching, Cutthug and 314, 6.2.6 Patents, Royalties aed 317 Payment, Applications far 4b.9, 9.2, 93, 9A, 95.1, 9.8.3, 9.10.1, 9.103, 9.10.4, 142.4 Payment, Certiruates for 4b.9, 4.616, 9.33, 9A, 9S, 9.6.1, 9.6.6, 9.7.1, 9.83, 9.10.1, 9.103, 13.7,14.1.13, 142x4 Payment, Faihs+e of 4.7.7, 95.13, 9.7, 9.10.2,14.1.13,142.12 ~ Fhml 4.6.1, 4.6.16, 4.7.2, 4.75, 91Q 11.1.2,11.13,113.5, 123.1 Payment Bona, Prrrfamaace Bona and 73.6A~, 9.10.3, 113.9,11A Payme~, Progress 4.7.4, 93, 9~6, 9.8.3, 9.10.3,13b,14L23 PAYMELVIS AND COMPLETION 9,14 Payments to Suboonhactors 5.42, 9.5.13, 9.6.2, 9.6.3, 9.6x4,113.8,142.12 PCB 10.12,10.13, lO.lA Perfoornsanoe Band and Payment Bond 73.6x4, 9.103, 11.3.9,11A Pernotts, Fees and Notices 22.3, 3.7, 3.13, 73.6A,102.2 PERSONS AND PROPERTY, PROTECTION OF 10 PolychlarinatodBrphenyl 10.12,10.13, lO.IA Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawlogs 3.11, 3.1a, 4.27 Progress anti Completiaa 4bS, 4.7.4 8.2 ~~~ 4.7.4 93, 9.6, 9.8.3, 9.10.3,13.6,14.2.3 Pra ject, Det~ition of the 11A Pro;~tct Manual, Definitia®of the 11.7 Project Manuals 22S Project Representatives 4.6.17 y e 10.25,113 PROTECTION OF PERSONS AND PROPERTY 10 Regulation and Laws 13, 3.6, 3.7, 3.13, 4.1.1, 4.9.7,10.2.2,11.1,11.3, 13.1, 13x4,13.5.1,135.2,13.6,14 Rejcction of Work 3.5.1, 4.6.10;12.2 ~niL au1 Goeunent a2stxw+~ - t9ss. t~epyrlyhto test by The ans-mn ~aae or nrt~ilects. at rronta rosarrad. wn; laNr~ Thb AIAe Docunont a t by U.s. tepyrlpht Law and iiMemauois+l7reatlsa. lMrMdhorlaed reproductlon or distrsmllon of tlus A1A Doaanent. or aryr poraon d N. ~ AW sage at 10.1 aQ~ a~n ~ 1 afaMa ~ t~ro.t0~000B40a4 ~o~~msdanon~~ possibls u ~b1M law 7Trs dapn~ent rtes Produced bfI usar Notes: lana~57so~ 1 Releasm of waivers and Lens 9.10.2 Repeeseataticns 122, 3.5.1, 3.127, 6.2.2, 821, 9.33, 9.43, 9.5.1, 9.8.2, 9.10.1 2.1.1, 3.1.1,3.9,4.1.1,4.6.1,4.6.17,5.1.1,5.1.2,1321 Resoigibn of ®aims and Dispates 4.8, 4.9 Respaosibility for Those Perfarooing the work 33.2, 4.6.6, 62.,10 Retainage 9.3.1, 9.6.2, 9.83, 99.1, 9.10.2, 9.103 ltevi~r o[ Contract Docamrents and lP1dd Conditions b9 Contrador 122, 32, 3.7.3, 3.127 Review of Cofactor's Snbmitmis by Owner, Canstrttc~on Manager and Arcbitcct 3.10.1, 3.103, 3.11, 3.12, 4.6.12 4b.16.5.2.1, 523, 92, 9.8.2 Review of Shop Drawings, Product Dais and Samples by Contractor 3.125 Righfa and Remedks 1.1.2, 2.3, 2A, 35.1, 3.152, 4b.10, 4.7.6, 4.9.5.3, 6.1, 63, 7.3.1, 8.3.1, 95.1, 9.7,1025,103,122.2,12 2.4, 13.4,14 Royaltim and Patmta 3.17 Risks and Notices t9sr Arbitration 49.2 Safety dPersons and Property 10.2 4.6.6, 4.6.12,10.1 Samples, Definitwn of 3.123 ' Samples, Shop Drawings, Product Data and 3.11, 3.]2, 4.6.12 Samples at the Site, Docamrents and 311 Schelde of Vabnes 9.2, 9.3.1 Schedules, Constmction 3.10 Separate Contntds and Cofactors 1.1 A Shop Drawings, DeSm>tion of 3.121 Shop Drawiops, Prodnd Data and Samples 3.11, 3.1T,, 4.6.11, 4.6.12, 4b.15 Site, Use of 3.13.6.1.1,6.2.1 Site Inspections 1.22, 3.3.4, 4.65, 4.6.16, 4.7.6, 9.8.2, 9.10.1,13.5 Site Visits, Architect's ' 4.65, 4.6.9.4.7.6, 9.4, 95.1, 9.8.2, 9.92, 9.10.1,135 Special Inspedions and Testing 4.6.10,1221,135 Specificatk~ns, DeSnitioa of the 1.1.6 SPedAcafions, The 1.1.1,11.6,1.1.7,12.4 13, 3.11 Bromic of I.imitatians 49.4.2, 122.6, 13.7 Stoppang the work 23, 4.7.7, 9.7,10.1.2,103,14.1 Stored Materials 6.2.1, 9.3.2,10.2.1.2,113.1.4,1224 Snbc;ontractor, Definition of s.l.l SUBCONTRACI~ORS 5 snboonttactors, wodc by 12433.2,3.121,4.6.6,4.6.10,53,5.4 SDboo~ractnal Relsfions 53, 5.4, 9.3.1.2, 9.62, 9.6.3, 9.6.4,1021,113.7, 113.8,14.1.1,14.13,1421.2 Submittals 13, 3.23, 3.10, 3.11, 3.12, 4.6.12, 5.21, 5.2.3, 7.3.6, 92, 93.1, 9.8.2, 99.1, 9.102, 9.10.3,11.13 Snbrogatlon, Waivers of 6.1.1,1135,11.3.7 Substantial CompkHon 4.6.16, 8.1.1, 8.13, 823, 9.8, 9.9.1,1221,12.22, 13.7 Substantial Completion, Definition of 9.8.1 Substitution of Suboontractcas 5.23.524 Substitution of Arcbhoct 4.4 Substitution ~ C~strnr~ion Manager 4A Snbstimtions of Materials 35.1 Sub-snbca~acoar, Definition of 5.1.2 Subsarfaoe Conditions 4.7.6 Snooemors and Assigns 13.2 Snperintmdent 39,10.2.6 Snperddou and Con9bt,9cNos Procedures 1.24 3.3, 3A, 4.6.6, 4.7A, 62.4, 7.1.3, 73.4, 8.2, 83.1,10,12,14 ~Y 4.8.1,4.8.4,54.1.2.9.10.2,9.103,14.2.2 Swety, Consent of 9.102, 9.103 Surveys 22.2, 3.18.3 Suspensoo9 by the Owner for Conv~nae IMt. AIA Document A9DUCYa~ -1912 Copyrlaht01992 by The Amed~n Ya~ule of Archlleiis. A9 rlahts raasrved. WNiNaKi: Thht AIA~ Document ht protected by t1.S. Oopyrlpht I.srr and hlterneaonsl Trestles. tlrmutl~ortasd rspreduepoa or dtatrlb119on of this AIA Docunonf, a any porden of M, 8 may rewa ht sewae elv9 and erhWnal parmrtlss, end w91 hs prwscutsd to the mexlmum ardent poselhte under 9u taws This doaenant wen produced by / AY-eeaieaie at 10:10A~ an 07r18l~OB under Older Nm1090B64094 1 wfid~ espbee on 7/151P008, eM k ndfor rseaM. Uasr~~~ (417856780 7 143 Snspertsion of the work 4.7.7, 5.42,14.1.1.4,143 S'usperlsion or Termination of the Contract 4.7.7, 5.4.1.1,14 Taaes 3.6, 73.6.4 Terminatiar by the Contractor 141 Termination by the Owaa for Cause 5.4.1.1,14.2 Termination of the Architect 4.4 Termination of the Con~vction Manager 4.4 Termination of the Oontractor 14.22 OR SUSPENSION OF T13L CONTRACT 14 Tests anti Inspet4ions 333, 4.6.10, 4.6.16, 9.43,122.1,135 TIlVIE 8 Tome, Ddays and Fsbaa3ons of 4.7.8, 72.1,83 Time Limits, specific 2.1.2,2.2.1,2.4,3.10, 4.6.18,4.7,4.8.1.4.83,4.8A, 49.1, 4.9.4.1, 49.42, 53, 5.4, 735, 739, 82, 9.2, 93.1, 9,33, 9.4.1, 9.6.1, 9.7, 9.82, 9.102,11.13, 113:6,11.3.10, 113.11, 1222,122A, 12.26,13.7,14 Time Limns on Chihns 4.72, 4.73, 4.7.6, 4.7.9, 4~8, 4.9 Title to work 93.2, 9.3.3 UNCOVERIi~iG AND CORRECTION OiF wORS 1Z Uncovering of work 12.1 unforeseen Conditions 4.7.6, 8.3.1,10.1 Unit 1'cicea 7.1.4, 7332 Use of Doamoents 1.1.1,13, 2.25, 3.12.7, 53 Use of Site 3.13, 6.1.1, 62.1 vaht~es, schedule of 9.2, 93.1 waiver a[ Claibaoe: >~i Payment 4.75, 4.9.1, 9.103 waiver of Claimas by the Architect 13.4.2 waiver of Claims by the Cortt<atxor 9.10A,113.7,13.42 waives of Claims by the OWner 4.75, 4.9.1, 9.93, 9.]03,1133,1135,113.7,13.4.2 waiver of Livia 9.10.2 Waivers of Snbengstton 6.1.1,1135,11.3.7 Waaanty and warranties 3S, 4.6.16, 475, 93.3, 9.82, 99.1,12.2.2,13.7.1.3 weer Delays 4.7.82 Whm Arbifratioo MaY Be Demm~ded 49A work, Defiaitian of 1.13 writ9en Coraent 13.1, 3.12.8, 3.14.2, 4.7.4, 4.95, 93.2, 9.8.2, 99.1, 9.10.2, 9.103,10.12,10.13,113.1,11.3.1.4,113.11, 132,13.4.2 Written Ions 4,6.18, 4.6.19, 4.7.7 Written Notice 23, 2A, 3.9, 3.12.8, 3.129, 4.7.1, 4.7.6, 4.7.9, 4.8.4, 4.9.4.1, 52.1, 53, SA.1.1, 8.22, 9.4, 95.1, 9.7, 9.10, 10.12,102.6,11.13,11.3,1222.12.2.4,13.3,135.2, 14 Written orders 23, 3.9, 4.7.7, 82.2,113.9,12.1,12,2,13.52,143.1 AIA Doclanerd ASOVCIN~-1894. Copyright O 199E bi-The Aenerloan ~Iellha9 of AICIdlalda. N rlghb reaerwd. WARlBIHi: Thla AIA° Doganant hr ~' yaWecMd btr tis. Copyright law and idernatlorw'irealias. tgautlrorisad roprodaotbn or dhsrlbrpion of ihhz AIA° Doannani, a an]-P~~ ~ K. g may reauR In aawre clvll and crhnNrsl penalaes. and wig a praaecaled to the merdnarn aaterd posalbla render aye hirr. This dooumeidwas produced by ~ thrar ~ et 10:1t1~E on om8raoo9 order On1ar Matao9~4004 1 wfion m~piraa on yns~2oo9, and it na ran rasme. ~' ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINTT~NS § 1.1.1 THE CONTRACT DOCUNENiS The Contract Docmnertts consist of me Agreement between Owner and Cofactor ~ me Agieement~ Can~tiorta of the Contract (Gweral, Supplementary and other Conditions), Drawings, SpecificatiaDS, addenda issued pricy tD execution of the Contracx, other docl~ents listed in the Ageeemeat a~ Modificatiaos issued after execution of the Contract. A Modification is (1) a written amendment to the Contracx signed by bum parties, (~ a Change Older, (3) a Catstroc~iort Change Directive or (4) a written order for a minor change in the waa~k issued by the Architect. Unless speafically emmoerated in the Agreeoient, the Contract Doamuems do not include other docvmertts such as bidding regnuemeats (advertiaemalt err invitation to bid, Instrnctiorts to Bidders, sample forms, the Contractor's bid ors portiorer of addenda rrdating m bidding regrrirrm>~). § 1.12 THE CONTRACT The Contracx Doclrlnauts form the Contract for Construction. The Contract repmesmts the entire and irkgrated agleemwt between the parties herew and supersedes pricy negotiatiana, representations err; ageeao~ts, tither written ors oral. The Contract may be amatded or modified only by a Modification. The Contract Doamoents shall not be construed m create a contractual relationship of say land (1) between the Architect and Gorttractor, (2) between the c7oostrnction Manger and Con<raaor, (3) baweea the Architect and Caos~ction Manager, (~ betareen the owner and a Suboonaactar aSub-suboontraco~ or (5~ between any persona or ~tities other tban the Owna anti Corttracxor. The Construction Manager' and Am.1»<orx shall, however, be entitled to perEotmartce and eafomemenot of obligations under the Contract intended to facilitate performance of their duties. § 1.1.3 THEW'ORIC The term "work" means the canstracxion and services requirod by the Contract Documoeats, whemer completed or partially completed, and includes all omen labotr, materials, equipment and servitxs provided or to be provided by the Coctractor to fulfill the Contractor's obligations. The wank may constitute the whole or a part of the Project. § 11.4 THE pi>OJECT The Project is the total oonstrncxion of which me work performed order the Contract Docamtalts ~y be the whole err a part and which may include oonatrnction by other Contractara and by the Owner's own forces including pcrsons atc entities under separate contracts not ad~rtistered by the Cortstroction Maltager. § 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial potions of me Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the work, generally including plans, elevations, sections, details, scheduiles and diagrams. § 1.1.B THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written rcgtrireaoents for materials, equipment, construction systems, standards and workmanship forme work, and perfonooance of relatod services. § 1.1.7 THE PROJECT MAI~NIAL The Prc-ject Manual is the volume usually assembled for the work which may include the bidding requirements, sample forms. Conciidans of the Contract and Specifications. § 12 EXECUTION, CORRELATION AND IIiRENf § 12.1 The Contract I)oclmaents shall 6e sigacd b7- the Oa-iter and Contractor as provided in the Amt If either the Owner oz ContracWr or bum do rtot sign all the Contract Documents, the ArrJutect shall identify such unsignod Documents upon request. § 1221?xectrtion of the Contract by me Contractor is a r+epaeserltatiort that the Contractor has visited the site, become familiar win local conditions under which the work is to be perfiormed and ooaelated persorerl observations win,egrdremerts ofthe Contract Doamomts. § 12.3 The intent of the Contract Documents is to include all itr"ms necessary for the pauper exeaition and completion of the Wok by the Contractor. The Coraract Docuuents are complementary, and what is requited by one shall be as binding as if regtm+ed by sII; perfarmartoe by the Contractor shall be rogrrired only to the extent 4Yt. AIA Domsnent AsaUCita~ -18x2. fopyrlpht01882 by The Anatrf~n 4aesgde of ~uchasas. Act rlgNts-eswsd. wA°RliatO: Ttde AIA° Document to promoted by ti.S. Capyrmht r„e and l+dernatlonal 7be.tle.. lltawttarlsed raproducgon err dYtrbutlm~ of tMs AIA Doaunent, err any parson of a. 10 may resuR m severe viva and crlnlnet perplaes, end wal bs prceecukd to the nmodeean exmnt poeslbN under tAe law. TNe doamerd was prodixed by ~ at ltktt1:02 on o7nt1l200a under fader No~1800954a94_1 whxh esprae on 7n52008. am is not for nmle. (4179587805) t consistent with the Contraix Documents artd reasonably inferable from them as being necessary to prodtxx the intaided results. § 124 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor is dividing the Wotk among Subcontractors al' in establishing the extent of Wark to be peafonmed by any trade. ' § 12.5 Unless oWerwise stator in the Contract Documents, words which have well-kmwn technical ar canstrnetion iridttstry meanings are used in the Contract Doctmnents in aoandance with such recognized meanings. § 1.3 OWNERSHIP AND USE OF ARCHRECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS ~ 1.3.1 The Drawings, Specifications and other doenmenrs prepared by the Architect ere instirnnaents of the Architect's service through which the Work to be executed by the Contractor is described. The Contractor may retain one contract record set. Neither the CoMracbor na~r any Subcontractor, Sub-suboan~r ar material or equipment supplier shall own or claim a copyright in the Drawings, Spaxfications and other documents Prepared by ' the Ar+chitax, and unless otherwise indicated the Architect shall be deemed the suthalr of them and will retain all common law, statutory and other reserved rights, in addition to the copyright. All copies of them, except the Co>itracxor's raxud set, shall be returned or snitebly acoountal for to the Architect, on request, upon completion of ' the wank. The Drawings, Specificatiats and other docunuwtts prepared by the Architecx, and copies thereof fiamshed to the Contractor, are for use solely with Hapax to this Projax. They ale not tiD be need by the Contractor ali any Subcattracxor, Sub-snboontractor or material ~ equipmment supplier ce other pr~ojods or fce additices to Wis Project outside the scope of the Wank without the specific written consent of the Owner and Architect. The ' Contractor, Subcontractors, Sub~uboomractors and material or equipment suppliers am granted a limited license to use and reproduce applicabh: portions of the Drawings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their Work under the Contract Documents. All copies made . under this license shall bear the sratlitary copyright notice, if arty, shown on the Drawings. Spocifit~tions and other ' documents prepared by the Architect. Submittal at; distribution to meet official regulatory regnuements or for other purposes in oonrtection with this Project is not to be cxutsr<ved as publication in derogation of the Architect's copyright or other reserved rights. § 1.4 CAPRALIZATION .~ § 121 Terms capitalized in these General Conditions include those which are (1) specifically de5necl, (2) the titles of membered articles or (3) the titles of other documents published by the American Institute of Architects. ' § 1.51NT6tPRETATION § 1.5x1 In the Interest ~ bievlty the Contract Documents fiegnently omit modifying wards such a9 "all" and "eery" and articles such as "the" and "any" but the fact that a modifier or an article is absent from are statement and appears ' in another is not intended to affect the interlaetation of either statement. ARTICLE 2 OWNER § 2.1 DEFSlIT10N ' §2.1.1 The Owner is die person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The fl:rm "Owner" means the Owi~r or the Owner's authorized neprese>~tive. ~' § 2.1.2 The Owner upon reasonable written request shall farmsh to the Contractor in writing information which is necessary and relevant for the Contractor to evaluate, give notice of or enforce noahamc's lies rights. Such info~nmation shall inchide a cared statement of the laxmd kgltl tide to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein at the time of execution of the Agreement and, within ' five days after any change, informatiat of such change in title, recorded or ntu+eoorded. § 22 INFORMATION AND SERVICES REQUIRED OF THE OWNER ' § 221 The Owner shall, at the rarest ~ the Conaacxor, prior to executias of the Agreement and promptly from time to time thereafter, finnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. . (Note: Unless such reasonable ee-idenct were furnished ors regessst prior to the execution of the Agreement: the ' pmspectivr contractor would not be requirrd to areeute the Agreement or to commence the Work.J AIA Document A4D1KMAa~ -1994.OepyrlgM ®1982 hY Tile Miericen ka~lte of Archlteds. Aa Nyhb reserved. WARIaNO: 71ds tifA° Dooeenent Is InR. pro~tad by U.l3. Copyri~st taw er~d Mtenisaonal Trsaues. usswehormea reproduction or disala,aon of this AIA° Document, m seer portion of It, 1 ~ rosy result In eaters cNS and almlrnl pemllise, and wls be prosecuted to the mexhaen extent possble under the few. This cboument was prodioed by ~' ~ ~a~ at 10:10A2 on mnareoas under Order No.100898A094_1 which expl-es on 7ns/2009, and b not for reeafe. 41 rsss~eo~ J § 222 The Owner shall furnish surveys destxibing Physical chmacteristics, legal limitations and utility locxtians for the site of the Project, and a legal description of the site. § 223 Except for permits and fees which are the resportrr'bility of the Contractor under the Catthact Doctnorema, the Owner shall secure and pay for accessary approvals, easenmasta, ash and charges required far oonetrocrmdt, use ar occupancy of permanent or for pamattent in existing facilities. Unless otherwise provided ands the Contract Doctmoeats, the Owner, through the Ca®strudicn Manager, shall secure and pay for the building P~ § 2?.4 Info®aticn or services under the Ow~r's control shall be fmnislred by the Owner with rrnsonable paomptoess to avoid delay in orderly progress of the block. §225 Unless otherwise provided in the Conttarx Documents, the Contractor will be fumislied, free of charge, such copies of Drawings and Project Mammis as are reasot9ably rteoessary for of the Wank § 226 The Owns shall (award all to the Coraractor through the Co~rncxion Manager and shall ~Y P the emus m the Architect. § 227 The laega+ing are in addition to other drrties and respoosib7ities ofthe Owner eiwimaatied heaan and espccislly those in respect to Article 6 (Oonsanrcticn by Owner or by Other Caatrsctars), Article 9 (Payments and Coaupktian) and Article 11(Insorance and Bonds). § 2.3 OWNER'S RIGHTTO STOPTHE WORK §23.1 If the Comractor far7s to correct Work which is ~t in socordanoe with the regirirements of the Contract Documada as required by Section 12.2 or persistently Earls to curry ant Work in aocor~dmtce with the Contract Documatts, the Owner, by written ado signed Personally or by an agent specifically so empoarered by the Owner in writing, may odder the Contractor to shop the Work, or mty Portion tbtaeo~ until the cause fad' such ceder ha8 been eliminated; however. the right of the Owner to stop the Work shall red give rise b a duty on the part of the Owner to exercise this right for the benefit of the Contracwr or any abet Person or entity. § 24 OWNER'S RKNR TO CARRYOUT THE WORK § ?a1.1 if the Contractor defaults a neglaxs to carry out the Work in accoddartce with the Contras Documents and fads within aseven-day period suer receipt of written nice from the Owner to oommcaoe and continue oorncticn of such default or neglect with dt7igence and promptness. the Owner may after such seven-day Period give the Contractor a second writtm notice ro oomeet such deficiencies within a second seven-day period. if the Camracxor within such second seven-day period otter receipt of such aeoond notice Earls to commence mid continue to correct any deficiencies, the owner may, wiWout prejudice rA other remedies the owner may have. correct such defrcienc:ies. In such case an appropriate Change Order shall be issued deducting from payments then ce thereafter due the Contractor the poet of carrectirg such defies including compensation for the Construction Manager's and Architect's and their respective cons»ltants' additional services and expenses made ncassary by such default, neglect ar failtue. Suds action by the Owner and amounts charged b the Contractor me both subject tn prior approval of the Architect, after oonsdtation with the Cbnstrnction Maoaga~. If payer then or thereafter due the Contractor me not s»fficimt to Dover such amoueix, the Contractor shall pay the difference to the Owner. ARTKX.E 3 CONTRACTOR § 3.1 DEFlNIi10N § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred tn throughout this Agreement as if singular in mrmirer. The term'Catotraaar" mesas the Coaractor ar the Cofactor's authaixed § 3.1.2 The pbnal term "Contracxors" rnfers to persons or entities who perfo®oon~ruc~iort under Conditions of t~ Cantratx that are adminiswed by the Construction Manager, and that are identical ar substantially similar w these Conditions. Inif. 111A Document Aa01/Clh~ -1992. f:opytlgM®18t~ ~ The Arnerban tae of Ndrbtas. AN rlyhts reserved WAeRItNtd: This AIAs Docarwrd b protected bt- U.S. t;opyrlaht Law and atlenmtlorW Tteallss. IAtettarsthwd reprodudlon ar dYtrbutlon of thls AIA DociennK, or sryr portion of IR nmy remrlt M severe otvs and aMahrN psrmltlss, and win bs proeeadsd toths nrxArnsr cadent posdble under the taw. Thk dsamxtrM was produced hY 12 s at 1Q10:02 on 07!1812009 under Order tQo.100006~t084_1 whbh exams on 7ft512008; and is not for resale. (4179567806) ' § 32 REIAEW OF CONTRACT DOCUMENTS AND FIELD CONDR~ BY CONTRACTOR § 321 The Contractor shall txirefi>lly eddy and compare the Contrscc:t Documents with each other and with information imnished by the Owner pursuant to Secfien 2.2.Z and shall at once to the Conatrnctian Manager and Architect errors, iceonsisteneies or omissions discovered. The Contractor shaII not be liable to the Owner, Construction Manager or Architect for damage resulting from errors, iuooroistenciea or omissions in the Contract Docrmoents unless the Contraaor reoognizal sock error, inconsistency or omissian and kiaowingly failed to ~ n to the Canstrucban Manager and Architect. If the Contracsor perfarrns any construction activity lmowing it involves a teoogaized error, irxmnsistency or omission in the Contract Doarmeata without sceh notice to the Construction Manager and Architect, the Contracxar shall assume appsopriabe responsibility for such perfarmenoe and shall bear an appropriate amount of the attributable costs far caaoction. ' §3.22 The Contractor shall take field measurements and verify fmld conditions and shall car~ully compare such field measurements and editions and other informadon known tD the Contractor with the Contract Documents before cannoencing activities. Ernors, itresistencies err omissions discovered shall be reported to the Coastructian ' Manager and Architect at once. § 3.2.3 The Contractor shall perform the work in accordance with the Contract Documents and submittals approved pursuant to Sectian 3.12. ' § 3.3 SUPERVISION AND CONSTRUCTION PROC®URES §3.3.1 The Contiractor shau snpervlse and diroct the work, using the Contractor's best sloill and attention. The Cantracbr shall be solely responsible far and have control over cmratroction means, methods, techniques, segnerioes ' and prac;odtnes and for ooordiutting all portians of the work rmder this Contract, subject to overall coordination of the Construction Manager ere provided in Sactians 4.63 and 4.5.4. § 3.3.2 The Contractor shall be responsible to the Owner far acts and omissions of the Contractor's empkyces, ' Snboontractors and theft agents and employees, and other perfom performing portions of the work Hader a contract with the Contractor. § 3.3.3 The Cantractor shall zbt be relieved of obligations to perform the work in accordance with the Contract Docume~s either by activities or duties of the Construction Manager or Architect in their administration of the Contract, or by tests, inspections or approvals required ce performed by persons other than the Comractor. ' § 3.3.4 The Contractor shall inspect portions of the Project related to the Contractor's work in order to detenriine that such portions are in proper carditian to recdve snbsegnent work. § 3~4 LABOR AND NUITERIALS ' § 3A.1 Unless otherwise provided in the Contract Doamuents, the Contractor shall provide and pay far labor, materials, egnipnieait, tools, construction equigment and machinery, water, heat. utilities, transportafion. and other fatalities and services necessary for proper execntian and completion of the work, whether te~oraq- err permanent and whether or not incorporated or m be incorrporated in the work. 1 7 1 § 3A2 The Contractor shall enforce strict discipline and good order among the Cantractar's employees and other persons carrying out the Cantract. The Contractor shall not permit employment of unfit persons or persoro not slo7led in tasks assigned to them. § 3.S WARRANTY § 3.5.1 The Cantractar warrants to the Owner, Constrixdon Manager and Architect that materials and equipment furnished order the Comract will be of good quality and new rmless otherwise required err permitted by the Contract Documents, that the work wr71 be free from defects not inherent in the quality re9>riral err permitted, and that the Work win conform with the regmrements of the Contract Documents. work rim efonroag to these regmrements, including substitutions not properly approved and authorized, maybe considered defective. The Contractor's warranty excludes rern~y far damage err defect caused by abuse, modificarioris not executed by the Canttactor, improper m instr~cient mainteoanoe, improper operation, err normal wear and tear under normal Waage. If required by the Coristructian Manager a Architect, the Contractor shall famish satisfactory evidence as to the kmd and quality of aoaterials and equipment. AIA Doclanent A20tlCMs~-1092. Copyrlght019~ b!- The AmerNan 6udla~te of An;hllects. All tl{/Ma reserved. wARNNG: Thb AfA° Docunant b ~- protected by U.s. CopyrNpn t.aw and Irnrrmtlorwl 7Feetlea. unauthorizea reproduction err distrlbuaon err fhb AIA• DocunbM, or any portion w k. 1 S may re.ua In severe ehr0 and alminal peneltles, and wal be proeeoutsd b th. meodrrurn extant posslMs under ttre Iaw. This doaenent was prodiced by / U~sWeof ~ at 10:10:02 on 07M BIZ006 under Outer No.700086408M1 1 which ar~ires on 7h 5r~00a, and Is not for resale. 4179667805) § 3.B TAXES § 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted when bids are received or negotiations cancladed, whether or not yex effective err merely scheduled to 8o into effect. § 3.7 PERNRS, FEES AND NOTICES § 3.7.1 Unless otherwise provided in the Contract Docmm~ents, the Owner shall sacme and pay for the baikling permit and the Contractor shall secrete and pay for 811 other permits and govemmartal fees, licenses and ioapections necessary for proper exewtion and completion of the work aArich aro customarily secured after execntron of the Contrad and which are legally regmred when bids are recxived or negotiations concluded. §3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, roles and reguluions and lawful orders of public authorities bearing on performance of the work. § 3.7.3 It is not the Contractor's respcosibility to aacatain that the Contract Documents are in accordance wiW applicable laws, , ordinances, building codes, and roles and regulations. However, if the Contractor observes that portions of t>m Corq®ct Docnmerots are at variance therewith, the Contractor shall promptly notify the Caistrucxion Manager, Architect and Owner in writing, and necessary changes shall be aaxmnplislred by appropriate Modific~on. § 3.7A If the contractor performs work knowing it to be contrary to laws, statutes, ordinances, bnr7ding codes, and rules and regulations without arch notice to the Constrncxion Manager, Architect and owner, the C.anaactor shall assume full re~onsibrlity for such work and shall bear we aarz3utaWe coats. § 3.8 ALLOWANCES § 3.8`1 The Contractor shall include in the Contract Smn ail allowances stated in the Contract Docuiments. Items covered by allowances shall be supplied for arch amounts and by such persons or entities as t~ owner may dira~, but the Contractor shall not be required m employ persons or eomies against which the Contractor makes reasonable objediorz. § 3.82 Unless otherwise provided in the Contract Documents: .1 materials and equipment under an allowance shall be selected promptly by the Ownex to avoid delay in the world . 2 allowancxs shall ever the cost to the Contractor of materials and equipment delivered at the site and all requited taxes, less applicable trade discounts; .3 . Contractor's costs for rmloading and handling a< the site, labor, irrataIlation costs, overhead, profrt.and other expanses contemplated for stated allowance amounts shall be included in the Contract Srmm and not in the allowances; A whenever costs are more than or less than allowances, the Comract Sum shall be adjusted accordingly by Change Order. The amormt of the Chauge Older shall re6eect (1) the difference between actrral costs and the allowances mnder Section 3.8.2.2 and (2) changes in Contractor's costs under Section 3.8.2.3. § 39 ~IPEWNTENDEM -- §3,8.1 The Contractor shall empkny a compexent snperintendant and necessary assistants who shall be in atoendanoe at the Project site during performance of the work. The superirite~ant shall rept+esent the Contractor, and communications given to the snperirrteodent shall be as binding as if given to the Contractor- Important cmmmunit~tiona shall be conSrnned in writing. Otter communications shall be similarly confirmed on written request in each case. §3.10 CONTRACTOR'S CONSTRUCTION SCFEDULE §3.10.1 The Contrador, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information and the Constrnctiorn Manager's approval a Contractor's Constnuxion Schedule for the work. such schedule shall not exceed time limits curtest under the Contrast Documents, shall be revised at appropaiate intervals as required by the conditions of the work and Project, shall be related tD the entire Project conatructiori achahde to the extent required by the Contract Docvmeats, mud stall provide for expeoditiona and praccxcable execution of the work ~~ au oscuttent az±Dilt:lls~ - isss. Capyrlyht ®tes¢ by Ttie an~edoen tnrllhre a auroras. as rtplrb rataread. wrwtat~ttr: Ttrs nu• nscument is protec~rd by U.S. Cspyrlg~t Law and Yrrernsriotwl TreeBss. nnsu8iorboed reprodualat or dletrlballon eif tlrs AIA Dscumad, err any portlon o1 h. ~~{ may rwnlt M senate ervB and rxlmb~al pernlaee, and wla be ptosecuMd to the nratlmun s~dernt posNbte under the IarR Thts doatnent tree Produced by / Wtt et 10:10.^02 sn 07/t8/2008 under Older tdo.100098~084 1 which etphes on 7/t5f2xx8, and is riot tar totals. (41795678x5) §3.102 The Contractor shall cooperate with the Corr Manager in srttCduling and performing the Contractor's work tD avoid oonfiict, delay in or i~erfereaee with the work of other Contrarxors ar• the construction ar operations of the Owner's own forces. ' §3.10.3 The Contraatur shall prepare and kcep current, for the Constructiart Manager's and Architect's approval, a schedule ~ submittals which is coordinated with the Conftacror's Constrvction Schedule and allows the Construction Manager and Architect reasonable time to review submittals. t §3.10.4 The Contrat~or shall conform tD the most recant schedules. §3.11 DOpJNENTS AND SAMPLES ATTHE SRE ' §3.11.1 The Contracxor shaD maintain at the site for the Owner one record copy of the Drawings, Specificrmons, addenda, Change Orders and older Modifications, in good ceder and marbed currently to record changes and seloctians made dtaing caostrnetioq and in addition approved shop Drawings, Prochxx Data, Samples ~ simrlar regtrired sobmiusls. These shall be available ip the Condon Manager and Architect and shall be delivered to the Construcxion Manger for snbmitlel to the Owner upon completion of the work. § 3.12 SHOP DRAINNGS, PRODUCT DATA AND SAMPLES ' §3.12.1 shop Drawings are drawings, diagrams, schedules and other oats spatially prepared for the work by the Contractor or a Snboontracxor, Snb-snboontractor, a~nufaciruer, supplier or distnburoaor to;llnstrate some partite of the worl~ ' §3.122 Product Data arc illustrations, standard schedules, performance chants, instructions, btoc;hmrs, diagrams and other information fnntisbed by the Contractor to rllustrate auatGrials or equipment for some portion of the wok. § 3.123 Samples are physical examples which illustrate materials, equipment ar workmanship and establish t standards by which the wok will be jndgcd. § 3.12 Shop Drawings, Prodact Data, Samples end simrlar submittals are not Contract Docoments. The purpose of their submittal is m demonstrate for those portions of the work for wh~h submittals are regnQed the way the ' Contractor proposes tD conform to the information given and the design oottcxxpt expressed in the Contract Docxmreats. iteview § 3.12.5 The Contractor shall review, approve and submit to the Construction Manager, in aocordanoe with the ' schedule and sequence appovod by the Construction Manager, Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. The Contractor shall cooperate with the Constructi~ Manager in the coordination of the Comracxar's Sbop Drawings, Product Data, Samples a~ similar submittals wild related ' doamrmts submitted by other Contractors. Snbmiuals made by file Contractor which tiro not regtrired by the Canrracx Docasnems may be returned without action. § 3.12.0 The Contractor shad perform no portion of the work requiring submittal and reviear of Shop Drawings, Product Data, Sampb~ ar similar submittals mdl the respective snbnrittal has been approved by the Construction Mao~ger and Architect. Such wok shall be in acoordanoe with appr,7oved submittals. § 3.12.7 By approving aad submitting Slurp Drawings, Prodcxx Data, Samples and similar submittals, fire Contractor ' represents that the Contractor bas determitred and verified materials, field measurements and field construction criteria related thereto., or will do so, and bas checked and coordinated the irrforn~tion contained within such submittab; a-ith the nxlt of the work and of the CorttracK Doctanems. §3.12.8 The Corttrac~or shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Construction Manager's and Atcldtax's approval of Shop Drawings, Product Data, Samples or similar submitmis unless the Corttractar bas specifically informed the Construction Manager and Ac~chitax in writing of sack deviation at the time ~ snbmiltal aml the Co~trtrction Manager end Architect have given written approval to the specific deviatiao. The Contractor shall >mt be relieved of responsibility for errors or omissions in Sbop Drawings, Product Data, Samples or similar submittals by the Constrvction Manager's and Amhitect's approval tha+eof. ' Ntit. IuA oocument AaDtxm.+s-races. ®tae¢ btr The MieiladtnetlM~te ar Mdaeas. /ut rtst~r. r^.e.vea. w~tatcr: Ttr, are ooamerd t^ pr^lecbd by U.t3. Gopyrtpht taw and tnbrnsttonel 7reetlee. Unwa~srhsd repr^ducttsn or dletrtpueon of thb /uA Docunent. or any nartlon et h. 15 mqr rswtt fn severe duce and cr6ninal psmlaa, and wNl be pra^eeured to the n extent po^stbte under the taw: 7tds document was produced by ! ~s~ at ta:10~2 on o7/16/d00s under Older Nto.1oo08sW~..1 which exptms on 7n51P00s, ar^t is not for nasals. (ans55~ by the Architect is subject to the limitations of Section 4.6.12. §3.12.9 The Contractor shall dintx specific in writing or ~ resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Construction Manager and Architect on previous submittals. § 3.12.10 Informational submittals upon which the Constnrctian Manager and Architect are not exper~od to false responsive aa-wn may be ao identified in the contract Doctmrmts. §3.12.11 when professional certification of performance rxiberia of matierials, systems err equipment is required by the Gbntract Documents, the Construction Manager and Architect shall be entitled to rely upon me aoctaacy and cempleoeness of such cakarlatiorts aml certifications. § 3.13 USE OF SRE §3.13.1 The Contractor. shall cant'me operations at the site bo areas permitted bylaw, ordinances, permits and the Contract Doaune~ and shall not only encumber the site wim materials or cquipmeat § 3.13.2 The Contractor shall coordinate the Contracror's operations wim, and secure me approval o~ the Canstrnction Manager before using ~y portion of the site. § 3.14 CUTTING AND PATCHING §3.14.1 The Contractor shaII be resp~'ble for taming, Suing or patching rcgnired to complete the work or to make its parts fit oogemer properly. § 3.14.2 The Contractor shall not damage or erdanger a portion of the work or fully ~ partially completed coffitrnctian of the Owner's owa fortis or of other ContracxDrs by coming, patching, excavating or omerwise altering such construction. The Contractor shall not cut err otherwise alter each ceoatrtrction by other Conttactors or by the owner's own forces except with written cx»tsent of the Construction Manager, Owner and such other Contractors; each consent shall not be mueasooably witirheld. The contractor shall not unreasonably withhold from the other Contractions or me owner the contractor's conaeat to cvaing or otherwise altering me work. § 3.15 CLEANII~3 UP §3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation ~ waste materials or rubbish carrsod by operations Hader the Contract. At completion of the work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Construction Manager may do ro with the Owner's approval and the cost thereof shall be to me Contractor. §3.16 ACCESS TO WORK §3.16.1 The Contractor shall prrn-ide the owner, Construction Manager and Architect access to the Work in preparation and progress wherever located. § 3.17 ROYALTIES AND PATENTS § 3.171 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits ~ claims for infiingemait of patrart rights and shall hold the owner, Corotruction Manager and Architect harmless from loss on account thereof, but shall not be respotwrbk for each defense or loss when a particular design, process or product of a particular atantrfactrtrer or mannfacttrrers is required by the Contract Documents. However, if me Cor,bractor has reason ro believe that the requQed design, process m product is as infringement of a patent, the Contractor shall be responsible for such loss omless each iufasmation is promptly furnished m the Architect. § 3.10 MDEMNIFICATION §3.10.1 To the fullest extent pemmiued by law, the Cor>tiracoor shall indemnify and hold harmless the owner, Coosarnction Manager, Architect, Construction Manager's and Architect's eortsulta~s, and agents aad employees of arty of them from and against dorms, damages, losses and expenses, including but not limited w attorneys' fees, arising out of or resulting firm perfarvrance of the work, provided that such claim, damage, loss err expense is attributable to bodily injury, sidmess, disease err death, or to irtjrrry to or destruction of tangible property (other than the Work itself) including loss of use resulting menefrorn, but ody >n the extent caused in whole or in part by ~ un ooeansnt nstn~sa~- tttttt. Cepyrtght o ttte2 by the American Yaraute a /Yddtecrs. Aa rtghte reesrYSd. w~wo: This atn• o•crurard k Pn b1- U.S. Cepyrtght Law and bterraaotal lteatlee. Unaulhorhed repr•ducllon or dMribuaon of tlrs AUl Docrarlem. or nap poraon W a, ~ 6 nay rasun in river. duff and erlnial psnatsn, anti wta be preeeaded to tta nnodnaan extent posnlbls under the taw. 7liis daannsnt was produced by ~ ~e ~ ere tonmol on oms-zooe order rider tvotooosat eArctr axphas en maraoo®, and is not for reae. iat~s~ 1 ' negligent acts or omissions of the Contractor, a Suboomactor, anyone directly or indirectly employed by them or anyone far whose ads they maybe liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnifial hereunder. Such obligation shall not be construed to negate, abridge or reduce ' other rights or obligations of indemnity which would otherwise ea3at as m a party or person deaaibcd in this Section 3.18. § 3.18.2 In claimis against say person or entity indemnified under this Secti~ 3.18 by an em~oyee of the Contractor, ' a Suboontrsctor, anyone directly err indiraXly employed by them a aayorte for whose act they may be liable, the indemnific~on obligation ands this Section 3.18 shall not be limited by a limitation on amount or type of damages, motion or benefits payable by err for the Contractor a a Subooctractor under ororlaers' eonopensation ads, disability benefit acts or other employee benefit acts. ' §3.18.3 The obligations of the Contractor under this Section 3.18 shall not expend to the liability of the Construction Manager. Architect, their oonsulta~, and agents and emplayoes of any of them arising out ai' (1) the preparation or appuroval of maps, drawings, opinions, repasts, surveys, Change Orders, designs a apecific~tiorls, or (2) the giving of err the failure tD give directions as• in~nrtxians by the Canstrtrdion Manager, Architect, their cxulsultants, and agents and employees of any of than provided such giving err failure to give is the primmy cause of We injury err damage. ' ARTICLE 4 ADIYIlN1STRATION OFTHE CtNITRACT § 4.1 ARCHITECT § 4.1.7 The Ardhitect is the person lawfully licertscd b practice ardritecdue err ~ entity lawfully psacdcing ' armre identified as such in the A,greeaaent and is referral to thrwghout the Contract Doctmlents as if singular in number. The tam "Are3litaa" means the Architect or the Architecx's authorizal represertmnve. § 4,2 CONSTRUCTION NANAGQt t §4.2.1 The Cortstroction Manager is the person or entity identified ss such in the Agreement and is referred to throughout the Carttract Documents as if singular in mm~ber. The term'Constraction Managef' means the Construction Manager or the Construction Manager's authorized representative. § 4.3 Duties, responsibilities and limoitatians of authority of the Construction Manager and Architect as set forth in the Contract Docmmatts shall not be rESoricted, modified or extended without written consent of the Owner, Cartsh~rction Manager, Architect and Contracxor. Consent shall not be tmreasonsbly withheld. ' § 4.4 In case of termination of employment of the Constnxxian Manager err Architect, the Owner shall appoint a oonstructian manager err architect against whom the Contractor maloes no reasonable objection and whose slams ands the Contract Documents shall be that of the former oorlstrnction manager or architect, respectively. ' § 4.5 Disputes arising ands Secxions 43 and 4.4 shall be subject m arbitration. § 4.B ADMINISTRATI~1 OF THE CONTRACT ' §4.6.1 The Constradion Manager and Architect will provide administration of the Contract as desm'bed in the Contract Documents, and wr71 be the Owner's representatives (1) during cerutrtxxion, (2) until final payment is due and (3) with the Owner's eoncwreace, from tiaue m time during the correction period desexibed in Section 12.2. The Construction Manage and Architect will advise and oonstilt with the Owner and will have authority to act on behalf of the owns only to the extent provided in the Contract Documents, tmless otherwise modified by written instrument in accordanee with other provisims atF the Contract. § 4.6.2 The Cartstruction Manager wr71 determine in general that the Work is being performed in accordance with the ' req of the Contract Docnmaects, will keep the Owner informal of the progress of the Work, and will endeavor w guard the owrlrr against defa~s and defi~pes in the work. ' §4.6.3 The Constrnc~ion Manager will provide fair coordination of the activities of other Contractors and of the Owna'S own forces with the Work of the Co®tractor, who shall cooperate with them. The Contractor shall participate with other Contradars and the Constrncxion Manager and Owner in reviewing their ooffitructian schedules when directed to do so. The Contractalc shall mains soy revisions to the construction schedule deemed ' InR. AIA nocranarrt A2DUpYlem -1992. Captpfyld O 196¢ M The Anrerloan Irad~aa at ArelYleds. Act dphes roserved. WA•RI~O: This AYI• Doamrent tr prstectsd bl- U.9i. capyrlgtd t.aw aml bdernawrat Thallss. Urmuamrtrsd neproductlmr or dmrtbutlon w th>s stn aomm~.nt, a any portion of n, 17 may rosnlt ti asters chill and ahaNwl permitlse, and wM be praseoubd to the maxamm~ ertrerrt possible raider tits law. This dodaaenl was pnxrrced M ~ ua. at to:tt-~P on oinarlooa under thdsr nto.too9oe~toe~t whtoh eogihes m rnsrtaos, and a not for resale. latrs~eos- necessary after a joint review and mutual agreement. The construction schedules shall constitute the schedules to be used by the Contractor, other Contractors, the Coristrtrctiort Manager sad the Owner until subsequently revised. § 4.0.4 The Ceonstnrctian Manager will schedule and coordinate the activities of the Contractors in accordance with the latest approved Pruja:t emstnrction schedule. § 4.6.5 The Archites will visit the site at intervals appropriate to the stage of eonsornctien to ba~ome generally familiar with the progress and quality of the completed work and to determure in general if the want is being performed in a mamrer indicatmrg that the wank, when completed, will be to sa~ordanoe with the Contras Docrmoents. However, the Arr•.hiterx will not be regoind to malx achaustive ar cantitnrous an-aite;ons ~ check quality ar quarttitlr of the worl~ on the basis of on-site obaervatiens as an architcs, the Architxt will laxp me owner infarmea of progress of the wo$ and wilt atdea~ to guard the ovmer against defaxs and deficiencies in the wear. § 4.6 6 The (7onsttvction Manager, eAOept to the extent rcquirod by Section 4.6.4, and Architect will not have control over ar charge of and will not be responsible far oonstrnction means, methods, techniques, sogrrerrces ar pnor~edures, ar far safety precwutions and programs in connaxiert with the wok, since these are solely the Caotrasar's responsibility as provided in Suction 3.3, and neither wlll be responsible far the Conteacbor's falnr+e to carry out the work in acoordarroe with the Contract Documents. Neither the Construction Manager nor the Arc6ites wi11 have cornet aver ar of ar be rraponsibb Ear acts ar omissions of the Carttractor, Suboontrasors, ar their sgerrr$ ar employees, ar of arty other persons performing portions of the work. §4.6.7 Commounications Faa7itating Carttrarx Adn~atron. Except as otherwise praNided in the Contras Documents ar when direr have bear specially authorised, the owner and Cantractor~shall nricate thrargh the Construction Manger, and shall oontemporanear6ly provide the same eommrmications to me Ardrites. caonnm~mir;atiens by and with the Archites's cansulta~ shaII be through the Architect. rations by and with Snboontrssors and material suppliers shall be through the Contractor. Cammnnicwtiens by and with other Contractors shall be through the laonstrrrsien Manager and shaII be ~~P~Y provides fA the An,.hitexx. §4.6.6 The Construsion Manager will review and certify all Applicwtions far Payment by me Contract, including final paymw~ The Construsion Mager will assemble each of the Catatrctat's Applicstims far Payment with similar Applir~tiaars from other Contractors into a Project Application and Pmjea Certificate far Payment. After nwiewing and eeatifybg the amdormts due the Conttrctora, the Conswcdon Manager will subnoit the Projes Application and Projes Certificate far Payment, abng with the applicable Contractors' Applications and far Payment, to the Arrdritea. § 4.6.9 Based on the Archites's obsexvatiens and evalnatiens of Cantractorr' Applications far Payment, and the moons of the Construction Manager, the Architect writ review and certify the amounts due the Contrasars and will issue a Pmjes Certificate for Payment. §4.6.10 The Architect will have authority m reject wank which does not conform to the Contras Documents, and to require additbrrsl urspecti~ ar testng, in acoordanee with Serious 13.5.2 and 135.3, whether ar not such work is fabricated, inctallesi ar completed, but will take such action only oiler notifying the Construction Manager. Snbjax to review by the Architect, the Consbnrsien Manager ~ have the authority to rejes work which aces „ot eonfarm to the Contract Docrmoents. whenever the Construction Manager comiders it necessary ar advisable for implementation of the irttunt of the Co~aex Documents, the Cwr~raction Manager will have aumatity to requite additional inspection err testing of the work in aoootdaae with Suctions 135.2 and 13.5.3, whether ar not such work is fabricwted, installed ar camspletod. The fatrgoing suthariry of the Coffitnrction Manager will be subjerx to the provisions of Sections 4.6.18 through 4.6.20 inclusive, with respect tD i~rpteradons and decisions of the Architect. However, Weimer the Ardtitect's War me Construction Manager's authority to as ender this Sesion 4.6.10 nor a decision made by eimer of them in good fain either tD exercise ar not to exercise such authority shall give rise fA s duty ar tespa~rbility of the Architect ar the Constnuction Mager to the Contractor, Suboontrrsacs, material and equipment suppliers, weir agents ar empbyeea. ar other persons performing any of the wank. §4.6.17 The Constnuction Manager will rooeive from the Contractor and review arui approve all Shop Drawings, Product Data and Samples, eoordwate mom with information received from other Contrasors, and transmit to the tn0. stn ooeuama r-aot~asa~- ~s~ r~apyrtght• rs82 by Tha M~erican tawh~ee of Andireota. Au rights rsserwd. watwtrG: rnis au' ooa.nsne k pabetad by us. t:opyriglrt i.s. arW tnternattonal 7bstlas. Unerdhorleed raprodueuan err dhitribrWon or ihht NA' DoaeMt~d, or am porasn or R 18 may nwna M severs civN and erlmb~el panelaas, and w61 bs proaeadad m Wa meodnxna sxhmt psaalble under rho taw: rnrs doaunerK was prOdia:ed hY / (maker ~ f0.M000@ on 07/181f008 under Qrdar t4a1000964084 1 which ao~ae an 7h612008, and b, eat fn resole. 41 t 796678051 ' Architect those reoonnmeaded for approval. The Coffin Manager's actions will be taloert with such reasonable promptness as b cause no delay in the Work of the Qontractor a in the acxvitiea of other Contractors, the Owner, a the Architect. ' § 4.6.12 The Architect will review and approve or taloe other appropriate action upon the Cortnaceor's snbmittahl each as Shop Drawings, Product Data and Samples, belt only for the limited purpose of checking far oom'amance with infam~on given and the design concept expressed in the Contract Documents. The Architect's action will be taltxn with such reasonable promptness as to cruse no delay in the Work of the Contractor ~ in the activities of the other Contractors, the Owner, a the Coosvtxxion Manager, while allowing time in the Architect's professional judgment tD permit adequate review. Review of such submittals is not caodtlcted for the purpose of determining the accuracy a~ oompktettess of other details such as dimensions sad gaerltities, or fro s»b~antiating ' iffitractioos for installation a performance of equipment or systems, all of which remain the respo~ibih'ty of the C.attractar as regaited by the Coact Doamoents. The Architect's review of the Contractor's submitmis shall not relieve the Contracxa of the obligations under Sections 33, 3S and 3.12. The Arcltitcct's review shall not constitute 1 approval of safety precaltdons or, unless otherwise ~ecifically stated by the Architect, of any constrndion means, methods, techniques, sequenr:es a prooedtms. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. ' § 4.6.13 TLe Constructi~ Manages wr11 prepare Change Orders and Constraction Change Diraxives. § 4.6.141?olloaring consultation with the Can~raction Manager, the Architect will take appropriate action on Change Orders or C.anstnrcxion Change ]Diraxives in atxordanoe with Article 7 and will have authority to order minor ' changes in the work as provided in Saxon 7.4. § 4.6.15 The Catstrnction Manager will maintain at the site for the Owner one ra~ord copy of all Contracxs, Drawings. Specdica~r'ons, addenda. Change Orders and other Modifications, in good order said rnarlaed cnaent~y to ' record all changes and seletxions made daring oonstrarxion, and in addition approved Shop Drawings, Prodtrcx Data, Samples and similar required snbmiltals. These will be available to the Architect and the Contractor, and will be delivered to the Owns upon canapletion of the Project. ' §4.6.16 The Cansumction Manager will assist the Architect in conducting inspections to determine the dates of Substantial Comopktion and final completion, and will receive and forward tn the Arrbdtect written warranties and related documents required by the Contact and assembled by the Contractor. The Constracti~ Manager will ' forward to the Architect a final Project AppL'caaion and Project Certificate far Payment upon compliance with the regnirenoents of the Contract Doctmoents. §4.6.17 Tf the Owner and Architect agree, the Ar+chitcct will provide one or more project representatives to assist in carrying oat the Architux's responsiM7ities atthe site. The duties, responsibilities and Iimitatiorts of authority of such project rtpreseattrcives~hall be as set forth in ao exhibit to be incorporated in the Contract Doctnluents. § 4.6.16 The Architect will intapnet and decide matters concerning perfarmsrax under and regt»renoents of the ' Contras Docnmuetns on written request of the Construction Manager, Owner or Contractor.l~e Architect's response to such requests will be made a-ith reasonable promptness and witllirt any time limits agreed upon. Tf no agreement is made concerning the time within which ink required of the Architect shall be formshed in conlpliatxx with this Section 4.6, then delay shall not be recogndaod on aoooum of failure by the Ard»toct to famish t such intespretaf;onsantil 15 days after animen request is made for them § 4.6.18 Iatalmetafions and decisions of the Archtect will be cona~nt with the intent of and reasonably infeaab~ fro®the Contract Doctmsertts and wr~l be in writing or in the faro of sowings. When making such interpretations and decisions, the Architect will endeavor tD secure faithful perfornoance by both Owner and Contractor. will riot show partiality to either and will not be liab~ for results of irtterpretatior~ or deasions ro rendered in good faith. §4.6.20 The Architect's decisions on matters relating to aesth~c effect will be firm if cxmsistertt a-ith the intent expressed in the Contract Doamsents. tttM. Au- uocunsnt A2otl~Clw~- rssz ospyrl~ld®1 tls¢ by The AmedCan trmdlute of Arahseds. Aa rights raserwd. w ~RNIN~ rns an• ooaanene is proacted by u.S. Cop~ht tamer era ai~ternetlonst necks. !lnwahorlmd reproductlon or dktributlon or this AIA ooarsent, a any pourer M n. 19 any result In severe civil and crUshnl psnlaa, and aria bs prosect~tsd to the awximus extent possl6le under the kw. ills doamant sari protMioad pY ~ tar Naot ~ at 1a10d)2 on G/h ard00a raider Older No.10009840a4_1 vllch axp6as on 7nsrzoos, and k not for reeds. t w 1 § 4.7 CLAIMS AND DISPUTES §4.7.1 Definition. A Chtim is a demand or assertio®by one of the patties sceldng, sa a matter of right, adjustment or intrrpr~tion of Contract terms, payment of money, extension of time err other relief with respect to the ternos of the Contract The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arleigg out of or relating to the Contract. Claims must be made by written notice. The responsr'bility m snbstantiebe satins shall rest with the party making the Claim. § 4.7.2 Decision of An;hitect Claims, including those alleging an error err omission by the Construction Manager or Arcbiteix, shall be referred initially to the Arclritoct far action as provided in Section 4.8. A datision by the Architect, as provided in Sedioe 4.8.4, shall be requirod as a oonditian precedent eo arbitration ce litigation of a satin between the Contractor and Owar as to all such matters arising paler to the datie final payments due, mess of (l) whether arch matters relate to execution and progress of the Wads or (2) the extent W which the work has been completed. The deeaion by the Architect in response to a satin shall not be a condition precedent to arbitration a litigation in the event (1) the position of Architect is vacant, (2) the Architect has not received evidenrx or has failed bo render a decision within agreed time limits, (3) the Architect has failed to take action required under Section 4.8.4 within 30 days after the satin is made. (4)45 days have passed after the Claim has bees referred to the Architect err (~ the Claim relates bu a mechanic's lien. § 4.7.3 Time limits ~ Clauna. Claims by either party must be made within 21 days after occurrence of the evem giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the satin, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in a timely manner. § 4.7A Continuing Contract Performance. Pending 5nal resolution of a Claim including arbitration. uniess otherwise agreed in writing the Contractor shall proceed diligently with performance of the Contract and the Owner shall onntinue to make payments in accordanie with the Contrail Documents. $4.7.5 waives of Claims: Final Payment. The making of 5nal payment shall wnstiterte a waiver of Claims by the Owner except those arising from: .1 liens, Claims, security interests err e~ncirmbrances arising out of the Contract and unsettled; .2 failure of the Work m comply with the regniremems of the Contract Doamments; or .3 terms of speaal wanantiea ro9~ by the Conhact Documents. § 4.7.6 Claims far Concealed or Unknown Conditions. Yf conditions are aaoemtciod at the site which are (1) subswface or otherwise concealed physical conditions which differ materially firorn those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature. which differ dally fionn those ordinarily found to exist and generally reoogirized as inherent in oonstrnction activities of the character provided for in the Contract l)ocimments, then notice by the observing party shall be gives eo the other party promptly before conditions are disturbed and in no event later than 21 days after Srst observance cf the conditions. The Architect will piromptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Caatractor's cost of; err time required far, pesformatice of any part of the work, wr~l reoonomerid an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect dew that the conditions at the site are rat materially different from those irdirsited in the Contract Doe.~umeeits and that no change in the terms atF the Contract is justified, the Architect shall so notify the Owner and Contractor in writing. stating the reasons. Qaims by either party in opposition bo such deternoinaticn rrmst be made within 21 days after the Architect hsa given notice of the decision. if the Owner and Contractor cannot agree on an adjustment in the Co~otract Sum ~ Contract Time, the adjustment shall be referred to the Architect for initial determination. subject to further proceedings putsemnt to Section 4.8. §4x7.7 satins for Additional Cost. ff the Contractor wishes to malae Claim fro an incrase in the Coact Sum, written notice as provided herein shall be given before pmcxeding ro execute the work. Prior notice is not,equired for Claims relating to an emergency endangering life or property arising wider Section 1Q3. If the Contractor believes additional cost is involved for reasons including but rat limited to (1) a written intention front the Architect, (2) an order by the Owner W stop the work where the Contractor was not at fault, (3) a written order for a minor change in the work issued by the Architect, (4) failure of paynmerrt by the Owner, (~ termination of the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be Sled in accordance with the procedure established herein. trrt aA oocienwM AaoUCMs~ - tees. Oepy~lyM o esa2 by Ths Mierlrsn tregsuee of aotdiecta. as d~las msereed. wA°RNalti:7tds au-° oacin,Knt is proleeNd by us. CopyrlpM Law end Inlsmtla~d lfeeaes. Itneuthortred reproduction or dktrlbagerr of tilts AI!- Doaweint, a airy person of a, ~ rosy result In severe dull area a~tminsl penaltles, and will bs presscirtsd is the mexbrsim extern posebk under cis hw. reds doaenent was produced try i aw senerare at tatoax on tnner2ooa under ceder Natoooasaoe~- t wMd,.x~res on msrloos..nd is nee to reeds. User Notes: (4179657b061 1 ' § 4.7.8 Qaims for Additional Time. §4.7.8.1 If the Contrar~or wishes bo mate Qaim for an increase in the Caortract Time, written notice m provided ' herein shaIl be given. The Contrac:br's Claim shall iorclnde an estimate of oust and of probable efferx of delay an progress of the Work. In the ~ of a cxartinormg delay only one Claim is necessary. § 4.7.8.2 If adverse weather eoordtions are the basis far a Claim for additional time, socL Claim shall be docamenced ' by oats sorbstantiatiorg that weather coorditions were abnormal for the period of time and oonld not have been reasonably amicipated, and that weather conditions had ~ adverse effect on the schedorled eonstrnction. §4.7.9 injury or Damage m Pierson or Property. if either party bu the Contract suffers i~ury or damage to person err ' property because of an act or omission of the other party. of ani- of the other party's employees err agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether err ~t insured, shall be given bo the other party wiWm a reasonable time not exoceding 21 days atbs first observance. The notice ' shall provide sufficient detail to enable the other party oo investigate the matter. if a Claim for additional coat err tune related to this Claim is to be assrxoed, it shall be filed as provided in Sections 4.7.7 err 4.7.8. § 4.8 RESOLl1VI0N ~ CLA01S ADD DISPUTES ' §4.8.1 The Architect will nVvirew Claims and take one or more of the following preliminary aeons within ten days of receipt of a Claim: (1) request additional supporting data from the claimant, (2) submit a schedule to the parties indicating when the Architect expects to take actioor, (3) reject the Claim in whole or in part, stating reasons for rejerxioor, (4) recommend approval of the Claim by the other party err (~ suggest a caropranriae. The Architect nmy ' aho, but ~ not obligaoed oc, notify the sorely, if any, of the rmtrue and amo~mrt of the Claim. § 4.8.2 If a Claim has bcea resolved, the Architect will prepare or obtain appropriate r~amrmtation. ' § 4.8.3 If a Claim has not been resolved, the party maloing the Claim shall, within ten days aver the Architect's preliminaq- response, take oce or more of the foIlowiorg actiorta: (1) sabmuit additional supporting data requested by the Architect, (2) modify dte initial Claim or (3) notify the Architect that the initial Claim stands. § 4.88.4 If a Claim has not been resolved after oomideratian of the foregoing and of further evidence preseneed by the parties or requested by the Am}titect, the Architect will notify the parties in writing that the Architect's decision wr11 be made within seven days, which decision shall be final a~ binding on the pmties but subject ro arbitration. Upoor expiratiaor of such time period, the Architect will render ~ the parties the Architect's written decision relative bu the Claim, including arty change in the Cordract 3ttm err Contract Time or both. If there is a surety and there appears to be a possibility of a Contrarxor's ddault; the Architect may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. ' §49 ARBRRATION §49.1 Coortroversies and Claims Subject to Arbitration. Any c~noroversy err Claim arising out of or related to the Contracx, or the baeach thea+eof, shall be settled by mbitration in socordanee with the Consttvction lndurtry ' Arbitratioor Roles of the American Arbitration Assorastipr, and judgment upoor the award reordered by the arbitraror or arbitrators may be entered ior any cmrrt having jurisdiction theaeof, except cantroversie~ or Chums relating to aesthetic effect a>xl except those waived as provided far in Su~ion 4.75. Stirch controversies or Claims upon which the Architect has given notice and rendered a decision as provided in Section 4.8.4 shall be subject to arbitration 1 neon written demand of either party. Arbitration may be oommencod when 45 days have passed after a Claim has been refeaed to the Architect as provided in Secxion 4.7 and no decision has been readerod. ' §49.2 Roles and Notices for Arbitration. Claims bctvveen the OwoGr and Contractor not msolved ender Section 4.8 shall, if subject fA arbitration under Section 49.1, be decided by arbitration is ar~ordanoe with the Constnrction Industry Arbitration Roles of the American Arbitratioor A~ociation currently in effect, tmkss the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other patty fA the Agreement ' bctareen the Qwner sad Contractor and with the American Arbitration Association, and copies shall be filed with the Caorstruction Manager and Arclrirect. §49.3 Contract Pr;rfornrance During Arbitration. During arbitratioor proceedings, the Owner and Contractor shall ' comply with Section 4.7.4. nU- ooaran«d nsartpra~-rasa.. Copyrlgrdo ttt9¢ by The Amarcan tnsauib a rmdYlags. Act rrorr. r..erru. wnntmto: ors at-• ooramwnt ~ toil by U.S. copyright t.aar and tnarnsttorwt 7Yeatles. Iarul6wlsad ropradwd~on err dla>rA~aon of ors AIA• oo«.nsM, err any P~ ~ h, 21 ' may rastrt In arras dWl and cMmlrot parwltlss, and wW bs proiec~dsd m the mosctnaen exlsnl poast6h: ~ on taw. Thtc doamant rags pnOduced by i rt r o:to~ on mnar2oos ludo order wo.roooae~oea_r wtrd, axpt~ on ~n5raooe, and ta+wt for nmale. lat»rao~ § 49A When Arbitration May Be Denrandod. Demand for arbitration of any Claim may not be made until the earlier of (1) the date on which the Ardtitod has rendered a final written decisi~ on the Claim, (2) the tenth day after the partiES have prese~ed evidence to the Architect or have been given reasonable oppartrmity m do so, if the Arr.hitcd has not rendered a tmal written decision by that dabs, or (3) any of the five events described in Section 4.7.2. §49x4.1 Whey a written decision of the Arr.hibcct statics that (1) the decision is final bat subject m arbitration and (2). a demand far arbitration of s Chum covered by each decision must be made within 30 days after the date en which the Arty mating the demand reeeivea the final written decision, then faihue to demand arbitration within said 30 days' period shall result in the Ar+chitect's decision becoming final and bi~og neon the Owner and Contrac:bor. If the Archibed readers a deasion after arbitration procetdirtga have beta initiated, such decision may be enbaed as evidence, but ahaIl not supersede arbitr~ion proceedings unless the decision is acceptable to all parts eoocarnod. § 4.9.4.2 A dearand far arbitration shall be ands within the trams limits specified in Sections 49.1 and 4.9.4 and Sectaa 4.9.4.1 as applicable, and in other cases within a reasonable time after the Claim has arisen, and in no event shell it be made after the date when institution of legal am• equitabti proceedings based on such Claim would be barred by the spplirwble statute of limitations ~ determined pmsuaM to Sxtion 13.7. § 4.9.5 I~tion on Conaolidatian or Joinder. No arbitration arising otrt of ar relating bu the Contract Documents shall include, by consolidation or joinder ar in any other mannex, the Construction Manager, the Arclrited, or the Contraction Mrmageer's ar Architect's employees atr oonsnitaffi, except by written oonsertt containing specific reference w the Agreement and signed by the Constrnetion Manager, Architect, Owner, Contractor and nay other person or e~ty sought W be joined. No arbitration shall include, by eonsoltiation or joinder ar in any other manner, parties other than the Owner, Contractor, other Caatracbors ~ described in Article 6 and other persona snbstafttially involved in a common question of fact ar law whose presence is regrw e+ed if complete relief is to be acoordod in arbitratwn. No persons ar entities other them the Oaber, Contractor ar other Contractors as defined in Section 3.1.2 shall be included as an original third party or additional third party to an arbitration whose inbmtst or responsibility is insubstantial. Consent to arbitrati~ involving an additional person or entity shall not constitute cenaeztt bo arbitration of a diapnbe not described therein or with s person or entity not named or described therein. The forrgoing agreement to arbitrate and other agYeemertts to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically eaforoeable under applicable law in any court having juriadectiaa thereof: § 4.9.6 Claims and Timely Assertion of Claims. A party who files a notice of demand for arbitration must aeaert in the demand all Claims then known to that party on which arbitradmt is permitted to be demanded. When a party fails to include a Claim thtargh oversight, inadvertence or excusable neglect. ar when a Claim has matured ar been acquired subsequently, the arbitraboor our arbitrators may permit amendmerrt. §49.7 Judgment on Final Award. The award rendered by the arbitrator nor arbitrators shall be final, and judgment may be entered upon it in accordance wlth applicable law in any eorrrt having jnrixliction thereof. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFWITIONS § 5.1.1 A Snbcamractovr is a person or entity who has a direct contract with the Contractor m perform a portion of the Work at the site. The term "Subcontractor" is referred to tM+o»ghout the Contract Documents as if singular in number and means a Subocetractar or an authorized representative of the Snbcmttracbor. The term "Suboontracxar" does not include other Contracbars ar suboontracbors of other C.ontracbors. § 5.12 ASub-suboontracbor is a person our entity who has a direct or indirect contract with a Suboontracbor to perfo®m a portion of the Work at the site. The term °Snb-subcanhactar" is referred to tluoughont the C~tract Doctmments as if singular in number end means a Snb-snbcantractor air an authorized restive of the Sub- subcaatractor. § 52 AWAID) OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK §521 Unless otherwise stated in the Contract Documments or the bidding require, the C~tntctor, as soon as practicable after award of the Contract, shall furnish in writing m the Construction Manger far review by the Owner, Construction Managex and Architect the mores of persons or entities (including those who are w furnish IMt. AtA Document A2DU~CW~-18a2. CspyrlgM ®1982 M The Amertren tnellaae of ArddEectt. AM itphts reaarvsd. WARNING: This AU1~ DocumMit a p-~d b'!I U.9. CopyrlylK Lax end bdernaaonel Thecae. WnuMorfssd reproduellan or dbtrlbutlsn M this NAs DoppneM, or any Pp~ at bf. ~ nay antra In aware dvN and aiminal psnWaes, and wla bs prosawlsd to the msYhman aaMid poaslble under tla law. TMe docina:nt wse produced by /AIA s~ at ro:iaa2 on oms~ooe u-eiar Ordw riot oooas~ r wrtar eoetres on rnsr~oo9, aau is n~ tar reams. 14r~reo5l ' materials or equipment fabricated to a special design) proposed for each principal portion of the Worir. The Construction Manager wall 1~~Y reply 6u the Contractor io writing stating whether or not the Owner, C~struction Manager or Architect, atiher tine investigation, has reasonable objection to any such proposed person a ' entity. Failure of the Constrtrcbon Manager to reply promptly shall ctute notice of no reasonable objection. §5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner, Construction Manager a Architect has made reasonable and timely objection. The Contractor shall not be reglwed m contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner, Corlstrvction Manager err Architect has ressorlable objection to a person err entity proposed by the Contracts, the Contractor shall paopose another to whom the Owns, Camstructiart Manager err Architect has no ' reasatable objection The Gooaact Stan shall be increased err decreased by the difference in cast oocasionad by such change and an appropriate Change Order shall be issued. However, no increase in the Contract S»m shall be allowed for each change unless the Corttracxar has awed promlrtly and respeoaively in submitting names as rogDirod. ' § 5.2~t The Cortractor shall trot change a Saboontractar, person err surrey previously selected if the Owner, Construction Manager or Architect makes reasormble objec~on to such . § 5.3 SUBCONTRNCTUAL RELATIONS § 5.3.1 By appropriate agreement, written whero legally required far validity, the Contractor shall ngmre each Subcontractor, w the extort of the Wark to be performed by the Subcontractor, bo be bound >n the Contractor by terms of the Contract Doctmoents, and to assume toward the Cort>tactor all the obligations and respoDS-br7ities which ' the Contractor, by these I)ocunueDts, assumes toward the Owner, Construction Manager and Architiect Bach snboontracx agroernerrt shall preserNe and protect the rights of the Owner, Cor~trnctiort Manager and Architect under the Contract Documents with respect to the Work to be pertornoed by the Sabcontractor ro that subcontracting thereof wiII not prejudrex each rights, and shall allow to the Snboorttractor, unless specifically Provided otherwise in the subcontract agreement, the benefit of all right, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owrter. Where appropriate, the Contractor shall ~rc each Subcontractor to enter i~o similar agreemertts with Sub-suboontraetors. The Contracxar shall males available to each ' proposed Subeorttractor, prior to the execution of the subcontract agreement, copies of the Contract Documents W which the Subcarttraclbor will be bound, and, upon written request of the Suboorttracwr, identify to the Subcontractor terms and oorditiana of the proposed subcontract agnxment which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such doarmenrs available to their respective t proposed Stirb~nboorr~ctors. § 5A CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.41 Bach subcontract agreernertt far a portion of the Work is assigned by the Contractor to the Owner provided ' that: .1 assignment is ell'ective only after termination ~ the Contract by the Owner far cause pKtrsnant to Section 14.2 and only for those subcontract agroements which the Owner accepts by notdying the Snboo~actor in writing, and ., 2 assignment is.subject too the prior rights of the surety, if any, obligated under bond relating to the Contract. _ ~ § 5.4.2 >f the Wank has been snspeaded far more than 30 days, the Subcontractor's ooaopensation shall be equitably . ' adjusted. ARTICLE 6 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS ' § 6.1 OWNER'S RIGFIT TO PERFORM CONSTRUCTION WITH OWN FORCES AND TO AWARD OTHER CONTRACTS § 6.1.1 The Owner reserves the right to perform oon~rttction err operations relaroed to the Project with the Ow~r'a own farces, which include persons or entities under separate contracts not ada~msterod by the Construction Manager. The Owner further reserves the right m award other contracts in cxmnoction with other portions of the ' Project err other oortstructieD or operations on the site under Conditions of the Contract identical err substantially similar m these including those portions related to irwtrrance and waiver of sttbroga4ort. ff the Contractor claims that delay or additlenal cost is imolvcd because of such action by the Owner, the Contractor shall make such Claim as . provided elsewhere in the Contract Documents. ' Inlt. AIA DoaaaeM A29t/CW~ -1892 Oopyrl8ld O 18~ try The Amerk;en Y~stl4ae d ArohlbCb. All Hghts nzeerved. W Thb AIA~ Document is prabcted 69 U.S. Copyright t.aw end aAernatlorW TMtles. Unwahorlaad npoduoaon err dlstrlb~dbn d this AU1 Doaunent, err any penmen or K ~ :' matt n:sua In eeverc clril and piminsl permlaes, and ad9 bs proescubd to mn- meodmum sabot poseltola under m~ bw. 7tis deaanent was prodiosd M ~ ~ ~ 10:1oyD2 on 07ntiraoos umder ader Pio.1o00s6ao94_t aiNch exprce an m3rzoo9, and k net for resets. (4178667b05) § 6.1.2 VVhm the Owner performs conatracxion or opaations wim the Owner's own foroes including persona or e~ties under separate contracts not administered by the Construction Manager, the Owner shall provide far coordination of such forees wim the work of the Contractor, who shall cooperate with them. § 6.1.3 Unle~sa otherwise provided in the Contract Documents, when the owner performs oorrstruction or opa~ations related to the Project with the Owner's own fames, the Owner shall be deemed ~ be subject to the same obligations and to have the same rights which apply to the Contractor nmder me Conditions of the Contract, including, without exclndmg others, those stated in this Article 6 and in Articles 3,10,11 and 12 § 62 NlJrll/IL RESPONSIBIILIIY §621 The Contractor shall afford the Owner's own fortis, Construction Manager and other Contractors reasonable oppadmity for introduction and storage of their materials and egnipment and perfoamance of their activities, and shall oonnoct and coordinate the Ccntractor's oonstrnctian and operations with theirs as required by the Contract Documents. § 622 If part of the Ooorracwr's work depends for proper execution or resdts npcn coosemdicn or operations by the owner's own forces ~ other Contractors, the Contractor shall, prim to pnxeeding wim that portico of the wank, promptly report to the Cmstnxtion Manager and Architax apparent discrepancies or defects in such other oonstnrctien that would reader it uosaitable far such proper exectrtien and trosnlta. Failtme of the Contractor so to report sha]1 constitute an admowledgment that the Owner's own forces or other Contractors' completed or partially completed eorrstnxtien is flt and proper to receive the Contracooi's wank, e~axpt as to defects not then reasonably disoovaabk:. § 6.Z3 Costs caused by delays or by improperly timed activities or defective eonstrlxtion shall be home by the petty responsrble therefor. § 624 The Contractor shall I~PdY Y ~g~Y ~~ by the Contractor to oompletcd eonstnretion or partisuy completed oonstrnctiorr or to property of the Owner or other Contractors as piovidod in Sution 10.2.5. § 5.2.6 Claims and omen disputes azKl mattes in question betvvcen the Contractor and other Contractors shall be subject to the provisions of Section 4.7 provided the other Contractors have reciprocal obligations. § 525 The Owner and other Contractors shall have me same responsibibties for ~aWg and patching as are descnbod for the Contractor in Section 3.14 § 5.3 OWNER'S RIGFR TO CLEAN UP §6.3.1 If a dispute arises among the Contractor, other Contractors and the Owner as to the responsibility Hader their respective contracts for maintaining the premises and snrrotmding area free from waste materials and mbbish as described in Section 3.15, the Owner may clean rep and allocate the cost among those respomible as the Construction Manager, in oonsnltation wim the Architect, deternoines to be jest. ARTICLE 7 CHANGES IN THE WORK § Z1 CHANC,ES § Z1.1 Changes in the work rosy be accomplished after execution of the Contracx, and without invalidating the Contract. by Change Omer, Construction Change Directive or artier for a minor age in me work, subject to the limitations stated in mis Article 7 and elsewhere in the Contract Dowments. § 7.12 A Change Order shall be based upon moment among the Owner, Construction Manager, Architect and Cootiactor, a Constrn<tion Change Directive requires agreement by the Owner, Construction Manager and Architect and may or may not be agreed to by the Conhactor; an order for a minnor change in the Wask may be issnod by the Architect alone. § 7.1.3 (aumges in the work shall be performed Wade applicable provisions of the Contract Documents, and Conhactor shall proceed promptly, unless o~Werwise provided in the Change Order, Construction Change Daective or ceder for s minor change in the work. tort Nn DoaranerN Ay01/CIINm- tans. OOpyrlaht o 1892 by Ths Miartcan u~eutrme of Ndrbcts. Alt rights reserved. wnnlaao: Tars AIA° Docwnerd is prelecred b1l lls. Capyrtoht tsar sari tneernsnonl 7Yeaaes. thnuthatasd reproduction err dhiblbutlon d ors AIA° DocrwieM, or any portion of a, 24 mar result in severe ova and erlnNrwi penaleas, and rrYl be prosearled to the msaMrnrm aatmrt posslhN uralsr the hrr. This docunera rms produced by ~ at tgta~ on tnner~ooa undr ~ woaoooasnoB4 r wmcn esMres an rn srtooe, am ~s nor for -esae. (atrassreosl ' § 7.1aL If unit prices are stated in the Contract Docwtoerits err subeegtrattiy agreed upon, and if quantities originally oontemplatcd are so changed in a proposed Change Order or Cwtstrnction Change Directive that application of such ulrit prices to quantities of work proposed will cause substantial inequity m the Owner or Cantraixar, the applesable ' omit prices shaA be equitably adjusted. § 7.2 CHANGE ORDERS § 721 A Change Order is a written instrument prepared by the Construction Manager sod signed by the Owner, Canstrnction Manager, Architect sod Contnuxor, stating their agreement upon all of the following: .1 a change in the Work; 2 the amolmt of the adjustment in the Contract Sum, if any, and .3 the extent of the adjustment in the Contract Tmoe, if any. ' § 722 Methods nscd in detetmirring adjustoneat$ to the Contract Sum may irtclmle those listed in Section 7.3.3. § 7.3 CONSf RUCTION CHANGE DIRECiNES § 7.3.1 A Construction Change Directive is a written order prepared by the Construction Manager and signed by the Owner, Construction Manager and Architax, dirccting a change in the Work and stating a proposed basis for adjlrstoment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construaron Change ' Directive, without invalidating the Contract, order changes in the Work within the general scope of the Coact testing of additions, deletions err other revisions, the Contrarx Sum and Contract Tune being adjusted Y• ' § 7.32 A Construction Change Directive shall be need in the absence of total agreemwt on the terms of a Change Order. 1 7 § 7.5.3 If the Construction Change Directive provides for an sdjnstmeat to the Contract Sum, the adj»Bdnertt shall be based on one of the following methods: .1 mutual acceptance of a lamp sum properly itemized and supported by sufficient substantiating data W permit evaluation; 2 unit prices statod in the CorMrad Doctmoents or snbsognently agreed upon; .3 cx>s< to be determinal in a warmer agreod upon by the parties and a mutuauy acceptable fixed err Percentage fee: or as provided in Section 7.3.6. § 7.SA Upon receipt of a Corlstrlrctiort Change Directive, the Conti shall promptly proceed with the change in the Work involved and advise the Construction Manager and Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive fm determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Cormact Time or the method fa daamining them. Such agreement shaD be effective immediately and shall be reoorrkd as a Chafe Ordex. § 7.3.6 Tf the Contractor does not respond Promptly or disagrees with the method for adjustonatt in the ContracaY Sum, the method and the adjustment shall be detctmined by the Construction Manager on the basis of reasonable expenditures and savings of those performing the Work attributable bo the change, including, in case of an increase in the Cornrsa Sure, a reasonable allowance for overhead and profit. in such case, and also order 5ectiort 7.3.33, the Contractor shall keep and present, in such fomn as the Corislraction Manager may prescribe, sn itemized aocourtting together with ~prapriate supporting data. Unless otherwise provided in the Contract Doamnents, costs for the purposes of this Section 7.3.6 shall be limited to the following. .1 cysts of labor, indading soaal security, old age an<l unemployment insurartoe, fringe benefits re4uirad by r~nneot or custom, and worlrers compensation insurance; 2 cysts of materials, supplies and equipment, including cost of transportation, whether incorporated or consnmoed; rental coats of machinery and equpment, exclusive of hand tools, whether rented from the Contractor or others; ~ AtA Doaumsnt A2Di/dla~ -1994. Copyright ®18x2 by The American Yrs~ule of Ate. AN rlghis naerwd. WA~RNaKi: This AIAe Doarensnt b P ~ U.S. ~PIR~ tstr and hdarnsUaml Traadas. lhmullrorlmd rsprodn`4ion err dhdrlbuUon or this AtA Docunsnt. a arty patlar of R, ~ may reauR M severe dva and rxhnhrd pandtlas, and will be proaseutad is the nmrinarre axteM possaNe under ffie law. This decianerrt was produced by / at 10:102 an 07/18/'2008 urxier Order Ns.100096~094 1 wldch a~gftres an 7/16P1i009. and le nst Iar male. (417~678D51 .4 costs of psemitmss fce all bonds and insnranrx, permit fees, and sales, use or similar taxes selatcd bo the World and .5 additional costs of snperviaion and field ofSce peraormel directly attn'butable to the change. § 7.3.7 Pending final determination of cost to the Owner, anuotmts not in dispute may be included in Applications fa' Payment. The amamt of credit to be allowed by the Contractor to the Owner for a deletion err change which seaults in a net decrease in the Contract Smn shall be acdsal net cost as coadirmed by the Construction Manager. When botia additions and credits covering related Work err snbstiattions aro involved in a change, the allo~atanoe far overhead and profit shaII be figured on the basis of net increase, if any, with respect to that change. § 73.8 Tf the Owner and Contractor do rat agree with the adjnstsnent in Contract Tmoe or the method for determining it, the adjnstuoent or the method shall be referred to the Constractton Manager for: determination. § 7.3.8 When the Owner and Contractor agree with the detemuination made by the Oonstructiost Manager concamng the adjustments in the Contract Snran and Co~ract Time, or otherwise reach agreement upon the adjastonertts, such agreement shall be effective immediately issued through the Constrvction Manager and shall be tecardad by pseprustion and execution of an appropriate Change Order. § 7.4 N81~OR CHANGES IN THE WORK § 7A.1 The Architect will have authority to order minor t~anges in the Work not involving adjustrnent in the Contract Soot or extension of the Contract Time and rat inconsistes~ with the intent of the Contract Documents. Such changes shall be effaxed by written order isrood through the Construction Manager and shall be binding on the Owner and Contractor. The Conmactor shall cant' out arch written orders Pro~Y• ARTICLE 8 TIME § 8.1 DEFNRIONS § 8.1.1 Unless otherwise provided, Contract Time is the period of tinge. including aothprized adjustments, allotted in the Contract Documents far Snbatarttial Completion of the Work. § 8.1.2 The date of oommeacement of the Work is the date established in the Agreeaaesn. The date shall not be Postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is sesponsrble. § 8.1.3 The date of Substantial Ca~mpletion is the date certified by the Architect in accordance with Section 9.8. § 8.1A The term "day" as need in the Cosarad Docrmnergs shall mean calendar day unless otherwise specifically deSned. § 82 PROGRESS AND CONBsI.Ef10N § 821 Time limits stated in the Coact Docrmsents are ~ the essence of the Contract. By executing the Agreement the Coraractar confirms that the Contract Time is a seasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agiecnuent err htstrnction of the Owner inn waiting, psernatusely commence operations on the sine err elsewhere prior to the efi'ective date of insurance required by Article 11 to be furnished by the Contractor. The date of commenopne~ of the Work shall not be changed by the effective date of such insurance. Unless the date of conoaoencement is established by a notice do puoooeed gives by the Owner, the Contractor shall notify the Owner in waiting not less than five days ac other agitcd period before commenchtg the Work to pemaat the timely Sling of mortgages, mechanic's liens and other socnrity interests. § 8.2.3 The Conmactor shall pracecd expeditausly with adegnatie forces and shall achieve Substantial Completion within the Contrail Time. § ~8.3 DELAYS AND EXTENSKfNS OF TIIIAE § 8.3.1 Tf the Camactor is delayed at any time in progress of the Work by as act err neglect of the Oamer's cam forces, Construction Manager. Aschitocx, sir of the other Contractors or an employee of arty of them, or by changes ordered in the Work, or by labor disputes, fire, ~nsnal delay in deliveries, unavoidable casualties or other causes beyond the Ca,>zactor's control, err by delay snthorisxd by the Owner pending arbitration, or by other causes which lost. au tracunant n2otraas~ - taa2. Qopyetytd ®iti81! h!-Tha Miadcan or ad~itecm. Act rtana roaervsa. w enNwo: Thi. NA• taoewn.nr b protected by U.s. CapyrlgM a..w and lnternatlonM 7Faaaes. umuu~sr~ed roproductMn or dhgribnaorr of this AIA ~osranant, or any partlan at a, may rosult to aewlro dva and arlminsl PendYss, and war bs proaeaNed is the meadmwn axnnt possR~k under the t'rr. This docrnent was proda:ed by ~ i err t o:uioz an o~narsooe under t]rder wo.~oooas+asa_t which aucptss on rnsrlaoa, and a na for reeds. iat~sss7eory 1 I the Architect. based on the rocommendation of the Construction Manage, determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. §8.8.2 Claims relating tiD time shall be made in accordance with applicable provisions of Section 4.7. I § 8.3.8 This Saxion 89 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. I ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT ~1M § 9.1.1 The Contract Sum is silted in the Agreemeatt and, inclndigg authorized adjnstmenta, is the total amount I payable by the Owner to the Contracxor for paformartoe of the Work odder the Contract Documents. § 92 SCHEDULE OF VALUES §9.2.1 Before the first Application ftw Payment, the Contractor shall submit ~ the Architect, through the I Constrcuction Manager, a schedule of values allocated to various portioro of the work, prepared in arch form and sttpportod by such oats m subatadiate its accuracy as the Contraction Manager and Architect may require. This schodtile, mtlesa objected b by the Construction Manager ar Architect, shaII be nand as a basis for reviewing the Contractor's Applications fm Payment I § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At least fiReen days before the date establlsbed for each progress payment, the Contractor shall submit tD the I Construuxion Manager an itemized Application for Payment far Work completed in aecordaroe with the schedule of valves. Such application shall be notarized, if required, and supported by such data snbstentiatittg the Contractor's night w payment as the owner, CansWction Maragt'x or Architect may rcgttine, such ea copies of regtrisitiens from Snboontrscoors ova material suppliers, and reflecting rctainage if provided for elsewhere in the Ceutract Docratenta. I §9.3.1.1 Such applications may include requests fm payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. I § 8.1.2 Such applications may not include requests for payment of amounts the Contractor does not intend to pay to a Snboontractor or material supplier because of a dispute ar other reason. § 9.3.2 Unless otherwise provided in the Contract Docoments, payments shall be made art aocormt of materials and I ~ equipment delivered and suitably stored at the site for snbsegnertt incorporation in the Work. If approved in advance by the Owner, payment may similarly be made fur materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon I oomplianoe by the Contractor with procodmes satisfactory tD the Owner to establish the Owner's title to such materials and egnipnoent or otherwise protect the Owner's interest, and shall include applicable insurartoe, storage and trartspartation to the site fm such materials and equipment stored off the site. § 9.3.3 The Contractor that title m all Work ~vered by an Application for Payment will pass to the Owner rte latex than the time of paymrat. The Contractor further warrants that upon sabmiual of an Application for Payment all Work fm which Ceitif rates for Payment have been previously issued and payments ttrceived from the Owner shall, to the best of the Contractor's k~wledge, information and belief, be See and clear of liens, claims, I security inta+eats or encmnbranees in favor of the Contractor, Snbcorttractars,meterial suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. § 9A CERTIFICATES FOR PAYMENt I § 9.4.1 The Constructien Manager will assemble a Project Application for Payment by combining the Contractor's applications with similar applications fm progress payments from other Contractors and, after certifying the amounts due on such applications, forward them to the Architect within seven days. I §9.4.2 Within seven days after the Architect's receipt of the Project Application for Payment, the Construction Manager and Architect will either issue m the Owner s Project Certificate for Payment, with a copy tD the Contractor, for such suroum as the Construction Manager and Architect determine is properly due, ce notify the I Contractor and Owner in writing of the Construction Manager's and Architect's reasons for withholding IMf. AIA Document A20UC~IeTM -1982. t:opyrlNM ®1992 by'thB Amerkwn IneBWte of A+chbecta. AN MBhts reserved. W/WMN3: Thle AIA° Document is protected by U.t3. CopyrlNht Lew and 17teaaee. Uneuthorizsd reprodudbn ar dteMbuNon or ttds NA nowmem. or any portion of k, may roeult In severe clvU end crlmtnel penaltlss, and wIN be prosecumd to the ma~tprnan extent po.e~le under the lerr. Ttia deaxnent wee produced by '27 -I / ~_ at ~o:to~o¢ on o~nerioo9 underrndarNatoooa9+oea_r wt~h spree on msrioos, and is na torreeaie. 41 certification in whole or in part as provided in 5et~ion 95.1. Such notification will be forwarded to the Contractor by the Construction Manager. § 8a{.3 The issuance of a separate Certificate for Payment err a Project Certificate far Payment will corrstitnte npreecetations made separately by the Construction Manager and Archibxt to the Owner, based on their individual observations at the site and the data oompriaing the Applir~ion far Payment submitted by the Conttarxar, that the Work has ps~og<+eased m the point indicated and that, to the best of the Construction Manager's and An~hited's knowledge, information and belief, quality of the Work is in axamdance with the Contract Documarts. The foregoing representadmns are subject ro an evalaatioii of the Work for cxmformoance with the Contract Doamn~ts upon Substmrtial Camopletiorr, m results of subsequent tests and inspections, to minor deviations from the Cottract Documents correctable psior to completion and to apax6ic gnalifications expressed by the Construction Manager err At+chiterx The issuance of a separate Certificate fur Payment or a Project Certificate for Payment will farther censtitute a repi+esmtation that the Contractor is entitled W payment in the amount certified. However, the issuance of a separate Certificate for Payment or a Project Certificate for Payment will not be a represe>~tion that the Corts~tion Manageer or Architect has (1) made exhaustive or oontinuars on-site inspections to chock the quality or gruurtity of the Work, (2) reviewed the Contractor's o~trnetion means, methods, techniques, segrremxs or procedures, (3) reviewed copies of regnisitioos received frame Subcontractors and material supplies and other data requested by the Owner to substantiate the Contractor's right to payment or (4) made wramination to ascertain how or far what ptupoae the Contractor has meal money previously paid on account of the Co>tract Sum. § 8.5 DECISIONS TO WRIIHOLD CERTYICATION §8.5x1 The Cocetrnc~n Manager err Architect may decide not to certify payment and may withhold a Certificate for Payment in whole err in part, to the extent reasonably nooessary to protect the Owner, if in the Comtrucxon Manager's or Architect's opinion the representatimos to the Owner required by Section 9.4.3 cannot be made. If the Construction Mamger or Architect is unable to oetdify payment in the amount ~ the Application, the Cranttvction Manager or Architect will notify the Contractor and Owner as provided in Saxion 9.42. If the Contractor, Constnicdon Manager and Architect ca>rrbt agree on a revised amount, the Conrtruction Manager and Architect will P~PtiY issue a Cer~Cate for Payment far the atnount far which the Construction Manager and Architect are able m tnalae such repre~tions to the owner. The Construction Manager or Architect may also decide not to certify payment or, because of subsegnartiy discovered evidence or subsequent observations, may nrllify the whole or a part of a Certificate far Payment previously issued, to such extent as may be necxssary in the Construction Manager's or Architect's opinion to protect the owner from loss because oi: .1 defective work trot remedied; .2 third patty claims filed err reasonable evidence indicating probable filing of each claims; .3 failure of the Contractor to make payments properly W 3ubcotdractora or for labor, materials or equipment; .4 reasonable evidence that the Work catrnot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner err atwthei' oozacaetar; .6 reasonable evidence that the Work wIIl mat be oornpleaed within the Contract Time, and that the unpaid balance would trot be adequate to cover actual or liquidated damages for the anticipated delay; .7 peisistatt failure to carryout the Work in aceordanoe with the Contract Documents. §8.5.2 What the shave teasoos for withhdding cettific~tion are removed, certification will be made far amounts pterriously withheld. § 8.6 PROGRESS PAYMENTS § 8.5.1 After the C.anstrnetion Manager and Architect have issued a Project Certificate for Payment, the Owner shall maloe payment in the manner and within the time provided in the Cottract Dowmerns, and shall so notify the Construction Manager and Architect. § 8.5,2 The Cantracber shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the auuount paid to the Contractor on acxarutt of such Subooniracta's portion of the Work, the amrnmt to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on aocormt of such Subeontrador's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-suboonttactors in similar manner. Intl. AU1 Dacrsnent A2MR~la~ - rtes. Ootryright m tt18E hY The American aamne m Ard~itacb. All right reserved. wA°nttaro: Thla aa° Dowmsnt is Probed by U.B. Cop~rlght Law and Yaernatlonal Tieallea la-eutl~orleed reproduetbn err dlstrlbutlon m thls AIA oocumene, a soft porlten m tt. 28 msl result b severe dvN and erhMnd penaltlss, and wal be Prosscraed to the nrexlmon extant poesbk under tl~e law. This docunsnt was protMicad by AY1 smlware at 10.10:06! on 07/1tr1200a under Qider Na1000®B~0a4 1 which expires oar 7M5r1n09, and to not for n~eala. llssr Notes: (41735670W) ' § 8.6.3 The Construr.Kion Manager will, on rogtxst, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amormts applied Eor by the Contractor and action inloen thereon by the Owner, Construction Manager and Architect on aa:ourtt of portions of the Work done by such Subcontractor. ' § 9.6.4 Neither the Owner, Constrngion Manager nor Architect shall have an obligation to pay or to nee to the payment of money to a Subcontractor except as may otherwise be nxluued bylaw. § 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use ca' occ»pancy of the Project by the ' Owner shall not constitute acceptance of Work not in aocotdartcx with the Contract Documents. § 9.T FAB.URE OF PAYMENT § 9.7.1 Yf, through m fault of the Contractor, l) tine Co>tstnxxion Manager and Ardtitxt do not issue a Project ' Certificate foe• Payment wiWin fourteen days aRer the Construction Marmger's reodpt of the Contatctor's Application far Payment or 2) the Owner does not pay the Contractor within seven days after the date established in the Contract Docrmuats the smouct certified by tine Construction Manager and Architect or awarded by arbitration, ' then the Contracxor may, span seven additional days' written notice to the Owar, Constricxian Manager and Architect, stop the work until payme~ of tits amoum owing has been nxe.ived. The C~tract Tire shall be extended appropriately and the Contract Smn shall be increased by the amount of the Contrac•tor's reasonable coats of shut-down, delay and start-up, which shall be acoompliahod as providedm Article 7. ' § 9.6 SUBSTANTIAL. COMPLETION §9.6.7 Substantial Completion is the stage in the progress of the Wark when the Walk err designated poati~ thereof is sufficiently complete in accordance with the Contract Documents so the Owner cstn occupy a utilize the Work for its iateadod use. § 9.6.2 When the Comactor considers that the Work, err a portion thereof which the Owner agrees to accept separately, is snbstaatially complete, the Contractor and Construction Manager shall jointly prepare and submit to ' the Ardtitect a ooaupreheasive list of items to be completed or corrected. The Contractor shall proceed I~PtiY ~ complete and correct items on the list. Failure to include ao item on such list does not alter the responsibr~ity of the Contractor to complcte all Work in accordance with tlu Contract Documents. Upon receipt of the list, the An~itect, ' assisted by the Constriction Manager, will make an inspection to determine whether tiu Work or designated portion thereof is subatarrtially complete. If the Architects inspection discloses airy item. whether a not inclndod on flu list, which is not in sa~ordance with the requirements of the Contract Docttarenta, the Contractor shall, before issuance of the Certificate of Substantial Completioq complete or catr+ect such item upon notific~ti~ by the Architect. The ' Contractor shall then submit a request for another irtspectian by the Arr.bitoct, assisted by tlu Construction Manager, m detemni~ Substantial Completion. When the Work of designated portion thereof is snbstantrally complete, the Architect will pe+epare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for sectaity, maintearmce, heat, utilities, damage to the Work and iosmarwe, and shell fin the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Docamients shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor ' for thdr written aa:eptenoe of responsibilities assigned to them in such Certificate. § 9.6.3 Upon Substantial Completion of the Work err designated portion thereof and upon application by the Contractor and certification by the Consinrction Manager and Architect, the Owner shall make payment, reflecting ' adjustment in r+etainage, if any, far such Work err porti~ thereof as provided in the Contract Documents. § 9S PARTIAL OCCUPANCY OR USE ' § 9.9.1 The Owner may oocupY err use ~Y ~mP m' P~~Y portion of the Work at arty stage when such portion is designated by separate agreement with the Contractor. provided such occupancy or use is oonaeated to by the insurer as requred under Section 113.11 and aaWorized by public authorities having jurisdiction over the Work. Sich partial ocxvpancy err use may c~mmertce whether or not the portion is substantially complete, provided ' the Owner and Contractor have accepted in writing the responsibilities assigned to each of them far payments, tn~ atn Document Agai/Ghn - rttter. fbpyripht o t ssx by The Mrerican tnetlYrte d Ar~liteaa, i-ft rtOFrls reearwd. wMttNO: nrs Nn• Document is t*atected bar tl.S. Copyrigtn ter and lnterrMtlon~l 7teatles, tMwNwrt~sd rspod~wtlon a ~StrlbuUon of this AIA Docums~~ or any portlan of tR ~ may rarrK M ewes d,ra and crpnrial perplaes, and wut be prosecuted m the maxMman extent possible under the Isw. TNs doasnent was produced by ~ at 1 Q1 OA2 on omarmoa under Order No.100096A094_r whkh expNes on 71151~OOa, end tr not for resale. µnss5rao~ retainag~e if air, security, maintatance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commenocmwt of warranties requirod by the Contract Docmrleats. When the Conhacoor considers a portion substantially complete, the Contractor and Construction Manager shaII jointly prepare and submit a list to the Architect as provided under Section 9.82. Consent of the Contractor to partial occupancy or nse shall not be tmresaonably withheld. The stage of the progress of the Work shall be determined by written agreement betareen the Owner ~ Contractor or, if no agreement is reached, by decision of the Archioect after consultation with the Construction Manager. $ 9.9.2 imauediately prior to such partial occupancy err use, the Owner, Construction Manager. Color and Architect shall jointly inspect the area to be occupied or potion of the work to be used is order to determine and record tire-condition ~of the work. § 99.3 Unless otherwise agreed upon, partial oocupmtcy ~ use of a portion or portions of the Work shall not onrrstittrre acceptance of Wark not complying with the requirements of the Contract Documents. § 9.10 FB~IAI. COMPLETION AND FINAI. PAYMF.Nf § 9.10.1 Upm completion of the Warp the Contractor shall forward to the Construction Manager a written notice that the Werlr is toady far final inspection and acoeptsnee and shall also forward to the Construction Manager a final Cantracxor's Application for Payment. Upon recdpt, the Construction Manager will forward the notice and Application to the Are~itetx who will pmrnpdy make such inspection. When the Architect, based on the reoommeaclation aoF the Constrnetion Manager, finds the Wank acceptable under the Contract Documents and the Contract fully performed, the Construction Manager and Archiratt will promptly issue a final Certificate for Payment stating that m the best of their knowledge, information and belief, and ~ the bears of their observations and inspations, the Work has beat completed in aa~otdance with perms and conditions of the Contract Dowmeats and that the entire balance found tD be tine the Contractor and noted in said final Certificate is due and payable. The Construction Menage's and Architat's final Certificate for Payment will cxnstitute a farther represenntdon that conditions listed in Section 9.102 as precedent oo the Contractor's being entitled to final payment have been fulfilled. § 9.70.2 Neither final payment nor tiny remaining retained percentage shall become due until the Contractor submits to the Architect through the Construction Manager (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner a the Owner's property might be responsible or enclmtbaed (less amounts withheld by Owner) have been paid or other wise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is cursendy in effect and will »ot be canceled or allowed to expire mtil at least 30 days' prior wiiitcn notice has been given to the Owner, (3) a warren statement that the Contractor knows of no substaatiel reason drat the insurancx will not be renewable to cover the period required by the Contract Dociments, (4) caenent of surety, if an)r, to final payment and (~, if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens. claims, sxiaity inoaests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Snboontractor refuses m furnish a release or waiver required by the Owner. the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money thnt the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. § 9.10.3 I~ after Substaattal Complrtiao of die Wok, final completion thereof is materially delayed through no fsnlt of the Contractor or by issnancx of Change Orders affecting final completion, and the Construction Manager and Arehitat so confirm, the Owner shall, upon application by the Cormactor and certificction by the Construction Manager and Architect, and without tezmimting the Contract, maloe payment of the balance due for that portion of the Work folly completed and aocxpted. Yf the re~g balance for Work not fully completed or c~rmcud is less than retainage stipulated in the Contract Documents. and if bonds have been furnished, the written consent of snrety tp payment of the balance due for that portion of the Work fully completed and accepted shall be submitbod by the Cash actor to the. Ar~cbitcet through the Construction Manager prior to c:erdficatian of such payment. Such payment shall be made ender terms and conditions gaveming final payment. except that it shall not constitute a waiver of Claims. The making of fatal payment shall oonstitrite a waiver of Claims by the Owner as provided in Section 4.45. bl~. AfA DecuaNtm AZOt/CMs~- i8art. Cbpyrlaht ®19at' 6y The AebrNN:an Yartffia of AietAletds. M rlahts reaenred. WA~RNaiO: Thls MAC Doouawnt b protected bq t1.8. tDopyripht taw anti Irdernatlontl 71eatNs. tMauthortzad reprodecNon err dletrlbutlon of tlYs AfA necument, or any porttan of a, 30 rosy nawlt ti aetisre clvN end atmhrl pandltse, and wal ha proaeceted to the mee6reen exbnt passlbls under ors taw 7t+ts doaeremt wes produced by / AtA setbeen: ffi 10:10:0 an 07/itY200s under ONer Not000a8~094_t wtich ekes an 7n5P2Dfla, and is not for resale. tlar tta~ (al~sieosl ' § 9.10.4 Accepttlnoe of final payment by the Contractor, a Snboontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application far Payment. Such waivers shall be in addition to the waive described in Suction 4.75. ' ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PR~AUTIONS AND PROGRAMS § 10.1.1 The Contractar shall be responsible far initiating, maintaining and supervising all safety precautions and programs in won with the performance of the Contract. The Coeractar shall submit the Conttacror's safety program to the Constrrxxioa Manager for review and coordination with the safety programs of other Contactors. § 10.1.2 In the event the Contractor ertoormter9 on the site material reasonably believed to be asbestos ar ' polychlorinated biphenyl (PCB) which has not bees rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to the Owner, Construction Manager and Architect in writing. The Work in the affectod area shall not thereat~er be resumed except by written agreement of the Oa+ner and Contractor if in fact the material is asbestos ar polychiasinated biphenyl (PCB) and bas not been rendered harmless. The Work in the affected ardl shall be rusrmned in the absence of asbestos ar polychlorinated biphenyl (PCB), ar when it has been rmdaed harmless, by written agreement of the Oarna~ and Conaactar, ar in accardanoe with final detamioation by the Architect on which arbitration has not bees demanded, ar by arbitration ender Article 4. ' § 10.1.3 The Contractor shall not be required pmrsuant tD Article 7 to perform without consen any Wak relating to asbestos ar polychlorinated biphenyl (~1- ' § 10.1A To the fallest attest permitted by law, the Owner shall indemnify and hold harmless the Contractor, Construction Manager, Archhecx, their consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising art of ar resulting from perfomlartce of the Wolff in the affected area if in fact the material is asbestos ar polychlorinated biphenyl (PCB) ' and has not been rendered hamrless, provided that such claim, damage, loss ar expense is atuributable to bodily injury, sclmess, disease ar death, ar to injury to ar destrlrction of tangible property (other than the Work itself) including loss of use resulting tiraefrom, bet only to the extent caused in whole ar in part by negligee acts ar ' omissiorn of the Owner, anyone directly ar indirectly employed by the Owner ar anyone far whose acts the Owner ~y be liable, regardless of whether ar not such claim, damage, loss ar expense is caused in part by a party indemnified hereunder. Sack obligation shall not be caostrued to negate, abridge ar reduce other rights ar obligations of indemnity which would otherwise exist as to a party ar person described in this Section 10.1.4. ' ~ § 10.1.'.1 If reasonable pmecautions will be inadequate to prevent foreseeable bodily injury ar death to persons resulting fi+onz a material ar substance enconntaed on the site by the Contrarxar, the Coeractar shall, upon recognising the oonditan, imrmediately stop Wank in the affected area and report the condition to the Owner, ' ~ Constnxxion Manager and Architect is writing. The Owcer, Contractor, Coastrltction Manager and Architect shall then proceed in the same ma~ar described io Section 10.12. § 10.1.8 The Owner shall be responsible for obtaining the services of a lir:ensed laboratory to verify a presence ar ' absence of the material err substanee reported by the Contractor and, in the event such naterial or substance is formd to be pna~t, to verify that it has been rendered harmless. Unkns otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor, Construction Manager and Architect the names and goaliscations ' of peasom or entities who are to perform tests verifying the preseooe or absence of such material ar substance ar who ate to perform the task of removal ar safe ocetainmee of such material ar substance. The Conoiactor, the Construction Managier and the Architect will promptly reply b the Owner in writing stating whether ar not any of them has reasonable objection to the persons ar entities proposed by the Owner. If the Contractor, Construction ' Manager ar Architect has an objection to apersort ar entity proposed by the Owner, the Owner shall propose another to whom the Contracb~r, the Construction Manager artd the Architect have no reasonable objection. § 10.2 SAFETY OF PERSONS AND PROPERTY ' § 10.2.1 Tim Contractor shsIl take reasonable precautions far safety af, and shall provide reasonable protection to preven damage, injury ar loss to: .1 employees on the Wark and other persons who may be affected thereby; ' AU Docrslwlt A2811CIIN~-7882. • f 982 The Amedcen Irwtiple of Nddle~,is. All resarad. WAttNNO: This AIA° Documalt is toil. p ~ U.S. taop)rlalrt taw Inrernsnonal 7. Unsutlra~ad roproduction or ~1 ~n w ors aA• ooeumen-. or am ns~ ~ M. g~ -~ mall result to setae dull sad aladrwl perrelNes, and win be praeseuted is tM madaMSa aatsrd possible under tits law. 7tds doounaM was P~~ by ~ Au-aduware at tato:o2 en bsner~oo9 order tads No..tooosa~tosa t which eapin)s on 7n 542009, and ss not rot resale. llsar Norse (4178567806) the Warn and materials and equipment to be ~ therein, whether in storage on or a~ff the site, under care, custody or control of the Contractor or the Contractor's Suboomtractors or Sub- suboontrador~ .3 otlter property at the site or adjaeent theret0. such as tret.'8, sbmbs, lawns, waDrs, pavements, roadways, strncttues and utiL'ties not designated for removal, relocation ~ replaocmeat in the carrrse of oonrtrttdion; and .4 oonstraction ~ operations by the Owner or other Contractors. § 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, negnlations and lawful orders of public authorities bearing ~ safety of persces or property or their protection from damage, injury or loss. § 1023 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable aefegnands for safety and protoction, including Posting danger sigma and other vvarmrtgs against hazards, promulgating safety regulations and notifying owners and users ~ adjacent sites and militias. § 102A Whey use for storage of explosives ~ other hazardot~ materials a egnipment or unusual methods are necessary for eacecution of the Work, the Contractor shall exercise utmost cane and carryon such activities order ~ ~ l~l?ulY gnaGfied personnel. § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss iceared under property insurance rcgaured by the Contrarx lbcume~) to property referred to in Searorts 1021.2,10.2.13 and 10.21.4 in whole at< io Part by the Cantrador, a Subcontractor, a Sub-suboantracror, a anyone directly or indirectly employed by any of them, or by anyone for whose e~ they maybe liable and for which the Contractor is responsible under Sections 10.2.1.2,10213 and 1021.4, except damage or loss attributable to acts ar omissions of the Owner, Cocetrvction Manager or Anchiterrt ar anyone directly or indirectly employed by arty of them, or by anyone for whose ads any of them Wray be liable, and riot attributable tD the fault or negligence of the Corttiracoor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Secxion 3.18. § 102.6 The Contractor shall designate a responsible member of the Cuttractor's organization at the site whose duty shall be the prevention of socideots. This person shall be the Contractor's superintendent udess otherwise designated by the Contractor in writing W the Owner, Construction Manager and Architect. ~ 10.2.7 The Contractor shall not load ~ permit arty part of the wnstrvction or site to be loaded so ~ to endanger its safety. ~ 10.3 EIYIERGBS;IES § 10.3.1 In an emergency affecting safety ar persons ar property, the Contractor shall act, at the Contractor's discretion, to prevem threatened damage, injury or loss. Additional compensation or extension of time claimed by the Corte an account of an emergency shall be determined as provided in Section 4.7 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILRY INSURANCE § 11.1.1 The Camfiactor shall purchase from and maintain in a comParty or companies lawfully authorized to do business in the juuisdiction is which the Project is located such insurance as will protect the Contractor from claims set Earth below which may arise out of ar result from the Contractor's operations under the Contract and for which the Contractor maybe legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly atr indirectly employed by any of them, or by anyone for whole ads any of them maybe liable: .1 claims under wor]oeta compensation, disability benefit and other simr~ar employee benefit acts which are applicable to the Work to be perfumed; 2 claims for damages because of bodily injury, oocapetional siclutess a disease, or death of the Cuuractcr's eusp~yees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; A claims fax damages insured by usual personal irgury liability wverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by soother person; InR AM Docrmrsne AttD1lCMar" -1992. Copyrlpht ®1982 by The American Irrstlhrte q Arch. Aa rlpMs reasrrad. wARtrlNri: 7hle AIA° Document Is proteclad bl- U.S. Capyrighl Lew and YrlerrrMiorral Trestles. Uneuthorlxsd reproductbn or distrthralon al thla AW° Docranerd. or arty portlotr of It, ~ may tenrlt kr aewre qua and crNnbrel psrraHl~, and wIN be prosecraed to the mnrirman extent poesltrle ardor the Isvr. This doament rues produced by ! User Neo ~ at 10.90:8A@ on 07M 98009 ceder Order No.1000964094_t rrhlch on 7/15J2008, and U not for rosele. (4179567806) 1 .5 claims for damages, other than to tire Work itself, ber~nse of injury w or destruction of tangble property, including loss of use rtwnlting therefrom; .6 claims for damages because of bodily igjnry, death of a person or property damage arising out of ownership, maintceartce or use of a motor vehicle; and .7 claims imrolving cermactual liab0ity iosnrarree applicable to the Contractnr's obligations under Section 3.18. § 11.1.2 The insurance requaed by Suction 11.1.1 shall be written far not leas than limits of liability spocifiod in the Contract Doc~menta or required by law, whichever coverage is 8~ Coverages, whether written on sn occlurence or. claims-made basis, shall_be maintained without intemQptian from date of eommeao_ensent of the wosJc until date of final payment and termination of any coverage required to be mainmined otter fi~ payment. ' § 11.1.3 Certificates of insurance acceptable W the Owner shall be submitted to dre ConstNCtion Manager for transmittal to the Owner with a copy to the Architect prior to cararniencement of the Wank. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies ' will not be canceled err allowed m expire until at least 30 days' prior written notice has boon given to the Owner. if any of the foregoing insuuance coverages are required to riemain in force after final payment and are reasonably avar7ab1e, an additional certificate evidencing continuation ~ such coverage shall be submitted with the final ' Application far Payment as regtrirod by Section 9.10.2. I~ormstiorr eonoeiaiug reducti~ of coverage shall be furnished by the Contracts with reasonable promptness in accordance with the Contractor's infornoaaion and belief. § 11.2 OiMNER'S LIABWiY INSURANCE ' § 11.21 The Owner shall be respoosibk far purchasing and maintaining the Owner's usual liabiity irotvartce. Optionally, the Owner may purchase and maintain other insaranceforself-protection against claims which may arise from operations ender the Contract. Tire Contisctor shall not be rrrsponsrble for purchasing and ~irttaining this optional Owner's liabiity insurance unless specifically required by the Contract Documents. § 11.3 PROPERTY INSURANCE § 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a ooaapany err camparriea lawfally suthoriaed to do business in the jurisdiction in which the Project is looted, property in~rrance in the amount of the ' initial Contract Snm as well as subsequent modifications thereto far the entire Wank at the site on a replacenoent coat basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Canhact Docnmmeot$ or otherwise agreed in writing by all persons and entities who are beneficiaryes of such ' insurance, ~til final payment has beers made as provided in Suction 9.10 or until no person or ernity other than the Oarner has an iasruable interest in the property requited by this Section 11.3 to be ~veted, whichever is earlier. This irom'artr:e shall include interests of the Owner, the Contractor, Subeontrarxars and Sub~nbcantractors in the work. § 11.3.1.1 Property mSUrarK:e shall be On 8n "all-nsk" polrcy form and shall msnre against the pen7B Of fire and extended coverage atnl physical loss err damage including, without daplication of coverage, theft, vandalism, malicious mischief, collapse, falsework, temporary bniklings and debris removal including demolition occasioned ' by enforcement of any applicable legal requirements, and shall cover reasonable oourpensation for Architect's services and expenses required as a result of such instued loss. Coverage for other perils shall not be required tmless otherwise provided in the Contract Documents. ' § 11.3.1.2 Tf the Owner does not intend to purchase such property iostianee required by the Caatract and with all of the coverages in the amount described above, the Owner shaII so inform the Contractor in writing prior to commencement of the Wank. The Contrarxor may then effect irouratrce which wr71 protect the interests of the Contractor, Strboontractora and Sub-snboontrsctars in the Work, and by appropriate t:~nge Order the cyst thereof shall be charged to the Owner. Tf the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as deserted above, without so notifying the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. ' § 11.3.1.3 if the property insurance requires minimum deductrbks and such deductibles are identified in the Contract Docvmertts, the Contractor shall pay costs not covered bocatr~ of such deductibles. If the Owner err insruer . . increases the required rtrirtimum deductibles above the amounts so identified err if the Owner elects to purchase this as Document A201/CY4pt - tss2. C~pyrlyht ®t982 bY'Rie Amerlran kwtaide a Arrddmots. As rlphta reasrved. wAttrat~ta: Ttrls aA• oocunrsnt k Mlt. P ~ U.ti. tbpyrl0ht Law and YrlerrwtlorwllhsatMs. Uneuttrortred roproduabn or dtstritrrrtlan of thls AU1e Documerd, or any poraon of a, 33 may result M aewre dell and pNnhrel penaltles, and wal be praeeculed to the maodnaan extent poeelble wider the Iaw.7Tds docuroerK was produced by ' i az toto:02 on om srmoe under Order No.taooaatos~t wtdch expires on mt;ROOS, and a not for resale. (4t79567ao~ insurance with voluntary deductible amounts, the Owner sleall be responsible fa payment of the additional costs not covered because of such increased a vohmtary deductibles. § 11.3.1.4 Unless otherwise provided b the Contract Docemaents, this property insuvance shall cover ptutions of the Work stored off the site afia written approval of the Owns at the valve established in the approval, and also portions of tl~ work in transit. § 11.3.1.5 The insurance required by this Saxion 113 is not iretereded to cover machinery, tools or equipment owned or rented by the Contractor which are ut6iaed in the performareoe of the work but not irtoorporated into the pamartent iaoprovements. The Coretrac~or shall, at the Contractor's own expense, provide hnsmance coverage for owned or~renbed machinery, tools or equipment which shall be subject to the provicons of 3erxion 113.7. § 11.3.2 Boiler and Machinery lnserranoe. The Owner shall purchase and maintain boiler and machicery insurance requireed by the Contract Documents or by law, whuch shall specifically cover such insured objects during installatiafl and until final aooeptanoe by the Owner, this insuurance shall include interests of the Owns, Construction Manager, Contractor, 3ubooretractas and Sub-subconhactors in the Work, and the Owna and Conractor shall be named insureds. § 11.3.3 Loss of Ilse Inseasnoe. The Owner, at the Owner's option, may purchase and maintain such hnserrartoe as will insure the Owns against bas of use of the Owner's property due to fue or other hazards, however caused. The Owner waives all rights of action against the Coretracbor for loss of use of the Owner's property, including c~osequential bases due to fire or other hszaNa however caused. § 11.3.4 if the Contractor rcgetests in writi~ that insntanoe for risks other than those described heleirt or for other special hazards be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. § 11.3.5 If during the Project onnstruction period the Owner insures properties, real err personal or both, adjoining or adjacent to the site by property insurance undo policies separate from those insuring the Project, or if after Snal payment property insurance is tD be provided on the completed Project through a policy ~ policies other than those insuuing the Project during the construction period, the Owns shall waive all rights in accordance with the terms of Searon 11.3.7 far damages caused by fire or other perils covered by this separate property insurance. All separate polices shall provide this waive of subrogation by endorserneat a otherwise. § 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor s copy of each policy that includes insnrancee coverages required by this Section 11.3.13ach policy shall contain all generally applicable conditions, de6oitians, exde~ions and endorsematts r+elabed to this Project. Bach policy shall coreisirt a provision that the policy will not be cartoeled or allowed to expiro until at least 30 days' prior written notice has been given to the Contractor. § 19.3.7 Waives of Subrogation. The Owns and CoretracGor waive all rights against each other and against the C.anstrucxion Manager, Architect, Owner's other Contractors and own forces described in Article 6. if any, and the snbexmtractors, sob-subcontractors, consultants, agents and employees of any of theory far damages caused by fire or other perils to the extient covered by property insurance obtained pursuant to this Section 113 err oche property iresuraace applicable to the Work, except such rights as the Owns and Contractor rosy live to the proceeds of such iresuranoe het by the Owns as fiducary. The Owner or Contractor, as appropriate, shall nxluire of the Constriction Manager, Constrnctbn Manager's coresnltants, Architect, Architect's ooresultants, Owra's separate contractors descn'bed in Article 6, if any, and the subcontractors, sub-subcAnuactors, agents and employees of any of them, by appropriate agreements, written where legally required far validity, sim$ar waivers each b favor of other parties erwmexatcd herein. The policies shall provide setch waivers of subrogation by t or otherwise. A waive of subrogation shall be effective as to a person or entity even though that person err entity world otherwise have a duty of indenonification, contradrral or otheaarise, did not pay the insntanoe premiim directly or indioec~ly, and whether or not the person or entity had an insurable interest in the property damaged. § 71.3.8 A loss iosut+ed under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owna as fiduciary for the insureds, as their interests may appear, subject to its of any applicable mortgagee clause and of Section 1 l .3.10. The Contractor shall pay Subcontractors their just shaves of IMt. AIA Docunant At?at/C1AaTM - t9aZ Copyright®19a2 by The Amerl~n h~ellhite of Arehleecm. NI rlphb rossrved. WA~RNMIG: This AIA~ Doeaansnt b pretested b!- U.S. Copyright Law and adernatlorar Treagaa. (JnauthoNnad neproductlon or dlstribMbn of this 1161 Dacuaeard. or any pion of a. myr reauit m aevera chrp and crtmirwl psndtlae. and war be prosecuted to the madmum axlad poaaas u~dar fha law: This donment was produced by 34 at toto~ an onte+aoos under ceder tro.tooosa4oryt t which eogitea on 7n520os. and is sae far reeds. (4f7a567aD~ ' insurance proceeds received by the Corrtractar, and by aPP ~, wrrtterr where legally regtrired far validity, shall require Subcontractors to make payments tD their Sub-snboontracxors in sim0ar mamnx. ' § 11.3.81f regtred in writing by a party in interest, the Owner as fidaciary shall, upon occurrence of an insured lass, give bond for proper pence of the Owner's duties. The cast of raprirad bonds shall be charged against procoeda received as Sduciary. The Owner shall deposit in a separate accotmt proceeds so received, whleh the Owner shall distribute in aocon9mtce with such agreement as the parties in interest may reach, err in accordance with an arbitratan award in which case the proecdnre shall be as provided ini Serxion 4.9. If after such loss no other special agreement is made, replacement of damaged property shall be covered by appropriate Change Order. § 11.3.10 The Owner as 5duciary shall have power to adjust and settle a loss wiW insurers unless one of the parties in t interest shall object in writing within 5ve days after orxurratce of Ices to the owner's exercise of this power, if such objection be made, arbitrators shall be chosen as provided in Serxion 4.9. The Owner as fiduciary shall, in that case, make settlement with iasrners in accordance with directions of such arbitrators. if dtstn'bntion of insurance proceed ' by arbitration is required, the arbitrators wID direct such distn'butiati. § 11.3.11 Partial occupancy or use in acxxtrdanoe with Section 9.9 shall not co®enoe until the insurance company or rumpanies providing property insnnnoe have r:ansented to such partial oceupancy or use by endorsement or otherwise. The Owner and the Contractor shall toloe reasonable steps to obtain oceseat of the insurance company or companies acct stroll, without mir4ral written rapt, take no action with respect to partial occupancy or use that wonid cause cancellation, lapse or reduction of insuronce. § 11A PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful perfcomanoe of the Contract and payment of obligations arising therwnder as sttpalated in bidding requiremearts or specifiaally regtrired in the Contract Documents an the date of execution of the Contract. ' § 11.42 Upon the request of any person or entity appearing to be a potential bene5ciary of bowls covering payment of obligations arising under the Contrru*, the Contractor shall promptly furndsh a arpy of the bonds or shall permit a copy to be made. ' ARTICLE 12 UNCOVERING AND CORRECTION OF YVORK § 12.1 UNCOVEWNG OF tIMORK ' § 121.1 Tf a portion of the Work is covered contrary to the Construction Manager's or Architect's request err to require spoci8cally expressed in the Contract DocsrmarTS, tt must, if required in writing by either, be mocovaed far; their observation and be replarxd at the Contractor's expense witirotrt change in tla Cormact T'mre. § 12.1.2 If a portion of the Work has been covered which the Construction Manager err Architect has rat specifically requested to observe prior to its being covered, the Constructi~ Manager or Architect may request to see such Work seer it shall be uceovaed by the Contractor. if such Wank is in acoorndanoe with the Contract Docunnprts, costs of aurcovering and replacement shall, by appropriate Change Order, be charged ro the Owner. If such Wark is rat in ' accordance with the Contract Documents, the Contractor shall pay such costs mrless the condition was caused by the Owner err one of the other Contractors in which event the Owner shall be respoosr`ble far payment of such costs. § 122 CORRECTION OF tIMORK § 122.1 The Contractor shall promptly correct Work rejerxed by the Construction Manager or Architect or failing ro conform to tlu regniremems of the Contract Docnmaents, whetiter observed before or after Substantial Completlen and whether err not febric~ted, installed or completed. The Contractor shall bear ousts of ooa~ecting such rejected Work, including additional testing and inspections and compensation for the Construction Manager's and Architect's services and expenses made necessary thereby. $12.22 Ii, within oce year after the date of Snbstrmtial Completion of the Work ce d portion thereof, or ' after the date far canmtenoenugrt of warranties established under Section 9.9.1, or by terms of an applicable special warranty requirod by the Contract Documents, any of the Wark is found to be rat in accordance with the regtriremems of the CoNract Docxmmeras, the Contracts shall correct it promptly after reoegrt of written notice from the Owner to do so ~ the Owner has previously given the Contractor a written acceptance of such condition. ' This period of one year shad be exte~ed with respect to partia~ns of Work 5rst performed after Substantial Inn. Au Document AzgUCY^~ - tsa2. topyright 01sea by 7lie AmeAran Inatfide of ad,rst~s. M rtglda reserved. W ~RMNQ ors au• <>ocument Is p-oteotad by U.& copyright taw and Intematienal 7teatlaa. lhwrDimhod reproduction or dNtrlbugon or this /uA Doa~merd, m eoy poraon of a, ~ may result In aevera dull and crllnlrNd penaltlas, and win be proseoutsd to the mendmum extend pwslhla under the law. This iloaansrd was produced by i ere totab¢ on tnntirtoos under curer NatooossaolG- t which aspires on ~n s-wos, and n net tar male. iat~~eotil Completion by the period of time betarem Substwrtid Completion and the actnal performance of the Worlr. This obligation render dris section 122.2 shoo survive acoeptanoe of the wank under the Contract and termination of the Cancracx. The Darner shall give each notice promptb- after discovery of the condition. § 12.2.3 The Contractor shall remove from the site porticos of the Work which are not is accordance with the regniremeats of the Contract Doclmreuts ~d are neither corrected by the Corgractar nor accepted by the Owner. § 12.2A if the Contractor fails to oorred nonconforming work within a reasonable time, the Owner may correct it in accardaorx with section 2.4. If the Contractor aces not proceed with correction of such nonconforming work within a reasonable time fixed by written notice from the Architect issued through the Construction Manager, the Owner may remove it and store the salvable materials or egnipmerrt at the Contractor's expense. If the Oontracxor-does not pay costs ~ such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and egaipmart at auction or at private sale and shall aoootmt for the prooee~ thereof. after deducting costs and damages that should have been bare by the Contrarx~, including compensation far the Construction Manager's and Architect's services and expenses m'ak necessary thereby. If such proceeds of sale do not Dover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. Tf payments they or thrnatter due the Contracxar are not sufficient ro Dover such amotmt, the Comractar shall pay the differeaoe to the Owner'. § 1225 The Contractor shall bear the roost of oonectmg destroyed ~ damaged oonstrnction, whether completed or partially completed, of the Owner or other Contractors caused by the Comractor's oorretxion ~ removal of Work which is not in acxordarroe with the requnemeNs of the Contract Documents. § 12ZB Nothing contained in Bois Section 122 shall be construed ro establish a period of limitation with respect to other obligations which the Contracxor might have under the Contract Documenfs. Bstabliahment of the time period of one year as described in Secxica 122.2 relates only to the specific obligation of the Cantrarxor to correct the warlc. and has no relaticoship to the time within arlrich the obligation to comply with the Contracx Documents may be sought to be enforced, nor to the time widrin which proceedings may be com0meoced to establish the Contracxor's liability with respect to the Contractor's obligations other than specifically to oorroct the work. § 123 ACCEPTANCE OF NONCONFORMING WORK § 123.1 If the Owner prefers to accept work which is not in accordance with the requaerrrerrts of the Contract I)ocrmuertts. the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected arhetlter err not fetal payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW § 13.1.1 The Contract shall be governed by the law of the place where the Project is located. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The Owner and Contractor respectivrly bind themselves, their partners, srrcoessors, asaigDS and legal represeauatives to the other petty hereto and to partners, successors. assigns and legal represe~atives of such other pally in respect to covenants, agreements and obligations contained in the Contract Documents. Neither patty to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts tn make such an assignment without sucfi consent, that party shall nevertheless remsilr legally responsible for all obligations under the Contract. § 133 WRITtEN NOTICE § 13.3.1 written notice shall be deemed to have been duly served if delivered in person to the individual err a member of the firm or entity or to an officer of the caparation fior which it was intended, or if delivered at or sent by registered or certified marl m the last business address knoam to the party giving notice. § 13x4 RIGHTS AND REMEDIES § 134.1 Duties and obligations imposed by the Cooatact Doctrmerrts and rights end remedies available thereunder shall be in addition to and not a limitation of dudes, obligations, rights s~ r+emedies otherwise imposed or available by btw. Inl6 AIA DocaneM A2811t~te'a -1892. Copyrlpht®1982 Dt-The Amerimn trsMiNle of ArcF~s. All rlphts reserved. W~wWrr: Thls AIA• DocrarrwR is pr~oreetea btr U.S. t:opyrlyht Law end l+derrogonsl iYeatlee. Uroutlrorizd wpraductlon or di:blbutlon of tide AIA Document. or wry por9on of 11. 96 may reaaa In severe ova and ~7YrAnet peratlaey and srel be praserukd b the mmdmuai modem poa8~te ender aye law. THs doaanwa was aoduoed by ~ ere t a1o:a~ on o7nar2oos under t)rdw No.100086~094 1 wtrch eo~plres on msrtoo9. acct ~ not for resat. µnssa~eosl § 13.42 No action or failure to act by the Owner, Coostnrcxion Manager, Architect or Contractor shall cxtnnstidrte a waiver of a right or duty affordod than under the Contact, nor stall snch action or faDme to act constitute approval ' of or aoquaescarce in a breach tLereundar, except as may be specificaIly agreed in writing. § 13.6 TESTS AND MISPECTtONS § 13.6.1 Tests, inspections and approvals of portions of the Work required by the Contract Dowments as by laws, ' ardinanoes, roles, regulations ~ orders of public authorities Laving jurisdiction shall be made at an appropriate lima Unless otherwise provided, the Contractor shall maloe arrangements far such tests, inspections and approvah- with an -independent testing laboratory aa•artily-acceptable-to~the~Owner-, err-with-theappropriate lyublic-a~rlho~rity, and stall bear aIl related costs of tests, in~octions and approvals. The Contractor shall give the Can~nction Mmiager and ' Architect lonely rrofiee of when and whore tests and inspedia®s are to be made so the Consnnction Manager and Architect may observe such procedures. TLe Owner shall bear cASts of tests, inspections err approvals which do not become rogairrments until after bids are received err negotiations concluded. § 13.621E the Canshuctien Manager, Architoct, Ovvnv a public anthemsties Laving jurisdiction debetmine that portions of the Wark regmre additional testing, inspection err approval not included under Sxtien 135.1, the Construction Manager and Architect wr~l, upon written amhorization from the Owner, iustract tLe Corrtractar to melee arrangements for such additional testing, inspection err approval by as entity aooeptable to the Owner, and the Contractor shall give timely notice to the Const<uction Manager and Architect of arhen and where teats and inspections are tD be made so the Construction Manager and AreLitea may observe such procxdures. The Owner shall bear such costs aroept as proovided in Suction 135.3. § 13.6.3 Tf such procedures for testing, iuspectien err approval ender Sections 135.1 and 1352 reveal failure of the portions of the Work to comply with requirements establishai by the Comract Docnmeuts, the Contractor shall bear all eats made necessary by such failure mclud'mg those of repeated proceduues and eompacsation for the ' Canstrocdon Manager's and Arehitat's services and expenses. § 13.6at Regnirod certificates of testing, inspection a approrost shall, unless otherwise requred by the C~aact ' Doarments, be secured by the Conaactor and promptly delivered w the Constrnctioo 119auager for taffimittal to the Architect. § 13.6.61E the ConstzrrcaDn Manager or Architect is to observe tests, itiorrs err approvals required by the ' Contract Documents, the Construction Manager err Architect will do so promptly and, where practicable, at the normal place of testing. § 13.6.6 Tests or inspections conducted pursuant bo the Contract 1)acumoents shall be made promptly to sued ' unreasonable delay in the Work. § 13.61NTEREST § 13.6.1 Payments due and unpaid under the Contract Doamnents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing err, in the absarce thanes at the legal rate prevaih'ng from time to time at the place whore the Project is looted. § 13.7 CONAI~ENCEN~R OF STAMORY I.WIRATION PBttOD § 137.1 As between the Owner and Contractor: .1 Before Substantial Completion. As to acts or failures tD act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitatioce shall ooromence to run and any alleged cause of action shall be deemed to Lave accrued in any and all events not later than such date of Substantial Completion; 2 Between Snbstadial Completion and Pinal Certificate for Payme~. As to acts or failures to act Doctoring snbaegnent to the relevant date of Substantial Completion and prier W issuance of the fusel Certificate far Payment, any applicable stshrte DE limitations shall commence to rem and any alleged cause of acaron shaIl be deemed to have accrued in arty and all events not later than the date of issuance of the final Ceatificate far Payment; and .3 After Final Certificate for Fayment. As to acts err failures to act occrorring after the relevant date of ' issuance of the fiml Certificate for Payment, any applioble statute of limitations shall coanmdxx to ten. ~- nocuo~nt aaavtta.+~ - tBSL ooptp~te isee by ilre American tns~ule at w~drtaaa. ~ ~ w Thls ~W-' nocua~an m txoterefBd b7r U.S. Oopyrisat I.aw end MMa~m~aonel 7Yeaaea IhrsWroriaad reprodrrgian or dNtritaalen oHhis AU1 Doe~oae~n, er any portion of n, ~ ' ~9i raauR la severe clrNi and cranbnl perWtlaa, and wet be prosearMd m tlra amximrwr axteM possiWa cedar tlw law. This doaimarrt rtes produced 6Y ~ ~ ac to:tonz en omeuaooe undsr Order tue.t ooossnoe4 t ,wnra~.oDrea on msrQOOS, am is trot for resale. ianass~ run and any alleged cause of action shall be deemed to have aocruod in any and all events not later than the date of any act or failure eo act by the Contractor pursuant to any warranty provided under Section 3S, the date of any correction of the Work or fail»re to correct the Wank by the Contractor under Section 12.2, ~ the date of actual co®mission of an)- other act or failure to perform any duty or obligation by the Contractor err Owner, whichever oaaas last. ARTICLE 14 TERNNNAT~N OR SUSPENSION OFTHE COIRRACT § 14.1 TERMNATION BY THE CONTRACTOR § 14.1.1 The Contract may Wminate the Contract if the Work is stappcd for a period of 30 days through no act err fault of the Contractor ar a SnboonhacWr, Sub-snbcontra~ctor or their or employees or ar~y otlua P~gons paiarming portions of_the work ender corwacx with.the Comractm.-far-any of the fonowing reasom: - .1 isanaace of an order of a coral or other public authority having jurisdiction; .2 an act of government, such as a declaration of national emergency, mskutg imstrrial unavailable; .S because the Caasttvcaon Manager err Architect has not issued : (~erriScate for Payment aad has not notified the Cbntracta of the reason for withholding certification as provided in Secxion 9.4.2, a because the Owner has not made payment on a Certificate far Payment within the time stated in the Contract Documents; A if repeated susperoions, delays m inteaupticns by the Owner as descxibod in Section 14.3 constitute in the aggregate more than 100 percent of the toml number of days scheduled for oo®pktion, a 120 days in any 365-day Period, whichever is less; or .5 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Sectwn 22.1. § 14.1.2 If one of the above reasons exists, the Contractor may, upon seven additional days' written notice oo the Owcer, Construction Manages and Architect, terminate the Contract and recover from the Owner paymeffi for Work eaoaarted and for proven loss with respect to ma9erials, equipment, tools, and coasstrtrction equipment and machinery including neasonabk overhead, profit and damages. § 14.1.3 If the Work is shopped far a period of 60 days through m act ot* fault of the Contractor or a Subcontractor or thdr agents or employees or arty other persons performing partiana of the Work under contract with the Contractor becaltinse the Owner has persistently failed eo fulfill the Owner's obligations under the Contract Documents with respect to matters iiovporurnt bo the progress of the Work, the Contractor may, upon seven additional days' written notice m the Owner, Construction Manager and Architxt, terminate the Corthact and recover from the Owner as provided in Section 14.12. § 1~.2TERNBNATION BYTHE OWNER FOR CAUSE § 14.2.1 The Owner may teinoinate the Contract if the C.ontracoor: .1 persistently err repeatodly refuses or hails to supply enough ~opedy skillcd workers or p~roPer' materials; .2 fails to make payment to Subcontractors for materials or labor in acoordanoe with the respective agreements between the Contractor and the Subcontractors; .3 persistaitly disregards laws, ordinances, or rake, regulations err orders of a public authority having ~~ar~~~ .4 otherwise is guilty of snbstaatiial breach of a provisi~ of the Contract Documents. § 14.22 When any of the above reasons exist, the Owner, after consultation with the Construction Manager, and upon certification by the Architect that su$ciem cause mists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to arty prior nights of the surety: .1 take possession of the site and of all materials, equipment, foals, and carlsornction equipment and maclrinery thereon owned by the Contractor; 1 accept asaigttrnertt of subcontracts pursuant to Suction 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. § 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be emitled Tao receive further payment until the Work is finished. InN. AIA Doawrad A4gr/CYs~-1894. Copyright ©19ae br The American Yre~le at Anchhecle. Ace tight aeserwd. WI~RNNt~ This AIAn DoaaNrrt b Pfd h7l U.S. Copyright L.aar and h~tsrrreUmarl Threass. Ihmuthorhad rapredudlon a dkbibu9ar of this AIA Doourne~d, a any portion at N, ~ aey read! b, ssvaro dull and ahnhrol penMaas, and ado bs proascrded to the nworhrnun aslant poaslbk rector the Isw. 7Na doaanen! rras prodiaxd by ~ at 10.9tt~4 an omttROOe raider Order No.7000064084 1 aAddt eapaaa on 7n5-2008: oat a not rar reams. (at~ss~eo~ § 142x4 If the mrpaid balance of the Conhacx S'nm exceods eats of finishing the World including compensation for the Consaruction Manager's and Ar~chitec:t's services and eapenaes made necessary then~y, such a shall be paid to the Canhactor. If snob cwsts acceed the unpaid balance, the Corxractor shall pay the difference rD the Owner. ' The amom-t to be paid to the Ccotractac ar owner, as the case may be, shall, upon a~licatioq be oeatified by the Architect after ccosultation with the Constcvction Manager, and this obligation for payment shall survive termination of the Contract. ' § 14.3 SUSPENSION BYTHE OWNER FORS § 14.3.1 The Owner may, without cruse, wader the Co~ractor in writing to suspend, delay or iNeaupt the Wank in _ whole or in part for such peaiod gf time ~ tLe owner nosy determine. _ ' § 14.32 An adjustment shall be mack for in~aees in the coat of perFormance of the Coact. including paoiit an the increased cost of petfna~oasncx, caaosed by Win, delay ar inteaupticrr. No adjustment shall be made to the ea~rart: .1 that paformaoce is, was ar would have hoes so sue, delayed or intenuptcd by another cause for which the Co~racaor is n~ponarb1e; as 2 that an equitable adjustment is made ~ denial under another provision of this Ccohact. ' § 14.3.3 Adjustments made in the oast of petfcrmance may have a mutually agroed fixed ar peacxntage fee. 1 1 t 1 inh. aA Document AZOUr~Ie~ -tans. ~bpyrlgM ©18s2 ~ The A+ itstllu~e or Archseds. Aa Hahb nnerved. wA•RItlNf~ 7hls AIA• oocun~snt is protectsd b~- US Oopyrlaht t.sw ens tetemtllsrxa Treatha Wmutho~ibed nprodustlon or aNtrlt-usai of ttis AIA Documsm, a.ny portlon of If. may result a sews. clvn and erlmtnel p.mlaee, amt rMa be presec~aed to aye nmxtiwm extent Poeslble a~der a~ lerr. Thle doaseent rres PmdiM:ed by ~ ~ user r ~ at tato~z on mnerz~oosunaero%.tdaloooas~oe4 t wn~nexpres on msrtooa, and is noero- n~se~e. iatra~ao~ J ' DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00810 -SUPPLEMENTAL AND SPECIAL CONDITIONS TO GENERAL ' CONDITIONS OF THE CONTRACT FOR CONSTRUCTION -BID PACKAGE 2 AIA DOCUMENT A201/CMa,1992 EDI710N COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.0 GENERAL CONDITIONS The General Conditions, Section 00700, are. hereby made a part of this Section. The articles contained in this Section may delete, modify, or add to the provisions of the General Conditions and shall take precedence over the General Conditions. t ARTICLE 1 CONTRACT DOCUMENTS ' 1.2 EXECUTION, CORRELATION, AND INTENT 1.2.1 Delete this paragraph in its err8rety and replace with 'The Standard Form of Agreement between Owner and Contractor shall be signed by the Owner and the Contractor as provided in the agreement.' ' 1.2.4 Add the following: . ' "The organization of the Specfications into divisions, sections, and articles, and the arrangement of the Drawings shall not make the Architect an arbiter to establish subcontract limits between Contractor and Subcontractor." 1.2.6 Add the following Subparagraph: Where a reference in the Contract Documents to a Federal Specifications, ' American National Standards Institute Standard, American Society of Testing Materials Standard or other standard does not include the edition or date of the standard, the edition and amendments current as of the date of this Project ' Manual shall apply. ARTICLE 2 OWNER 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 Delete this paragraph in its entirety. ' 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 Delete all `seven-day period". Add in its place "three-day period°. ' ARTICLE 3 ' CONTRACTOR 00810-1 :.' 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 In the 5th line, after the won! recogn¢ed, add °or should have reoogn~ed". In the 5th line, delete the work knowingly". In the 8th line, delete the word "appropriate". 3.4 LABOR AND MATERIALS 3.4.1 In the 1st line after the word pay, add the words, "in a timely manner". 3.7 PERMITS, FEES AND NOTICES 3.7.4 In the first line after the word °knowing", add °or does the work when he should have known". 3.13 USE OF SITE Add the foik~wing Subparagraph: 3.13.3 Materials sthr+ed within contrail limits shall be in an area designated by the Construilion Manager. Materials or equipment bst through mishandling shall be replaced by the oontrailor without cost to the Owner. Materials, tools and equipment which will not become incorpon~ted into the final building produil lost through then shall be replaced by the contrailor without cost to the Owner. 3.18 INDEMNIFICATION 3.18.1 Add the word "defend' before the wont 'indemnify" in the 1st line. Delete the words °but only to the extenf" from the 6th line. Add new sentence at the end of the paragraph "The Contractor shall purdiase insurance insuring the obligations of the Contrailor under this paragraph with limits of insurance not less than those spedfied in Amide 11 ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.4 Delete the words "against whom the Contrailor makes no reasonable objection and" from the 2nd line of this paragraph. 4.8 ADMINISTRATION OF THE CONTRACT 4.6.2 Delete the word "endeavor" of the 3rd line and insert "shall make reasonable effort". 4.6.10 Add the following to the end of the sentence ending in "Contrail Documents' in the 5th line'; however, the Construction Manager cannot request removal and replacement of rejected work without approval of the Owner or the Architeil". 4.8.11 Delete the words °and approve" of the 1st 6ne and insert in its place Yor proper form, numbers, and types of required information". 4.7 CLAIMS AND DISPUTES ooelo-2 4.7.2 In the second line after the period add the sentence `The Architect will c~ra;ult ' with the Construction Manager". 4.7.7 After the first sentence, add the sentence °Other than with respect to emergendes ' as set forth below, if the contractor faits to make a claim or n~uest for a change order for additional sums before it does the work, the contractor may not make a -claim for additional-sums-of-such work ° - ' 4.7.8.1After the first sentence, add the sentence tether than with nespec~ to emergencies as set forth below, if the contractor fails to make a claim or request for a change order for additional sums before it does the work, the contractor may not make a ~, claim for additional sums of such vuork.' 4.9 ARBITRATION ' 4.8.1 Second lane doom delete the word "shad" and substitute `may, upon written agreement of aN 'parties". 6th and 7th lines down delete the words `shall be ' subject th arbitration upon written demand of either party `and substitute `may, upon written agreement of all parties be subject to arbitrations'. Add the following sentence to the end of the paragraph `To the extent that the provisions in these ' General Conditions refer to arbitration following a decision by the Architect or other events, such r+efenenoe shall mean arbitration only upon written agreement of all parties to arbitrate." 4.9.4.2 Second line down, delete the words `a reasonable time' and substitute `thirty days'. ' ARTICLE 7 CHAWGES IN WORK 7.1 CHANC3ES ' Add the following paragraph: .. 7.1.1.1The Construct'ron Manager has no rights under the teens of their Agreement with the Owner to order or appn~ve Extra Work or Change Osiers in the lrield. 7.3 CONSTRUCTION CHANGE DIRECTNES 7.3.3.3Delete the words `mutually acceptable fried or percentage fee' and add the words "fifteen peroent {1596) allowance for overhead and profit. Allowable contractor mark-up for ovefiead and profit for subcontractor work shall be ten percent ' (1096).' 7.3.6 Delete the word `reasonable` nean~st the end of the first sentence of the ' paragraph and substitute 'TrReen percent (1596)'. Insert new sentence after the first sentence "Allowable contractor mark-up for profit and ovefiead for subcontractors work shaft be ten percent (1096). 00810-3 ARTICLE 9 ' PAYMENTS AND COMPLETION 9.3 APPLICATIONS FOR PAYMENT 9.3.1 Delete this paragraph in its entirety and substitute the following: ' "O~n the 25~' of each morrth the contractor may submit -their application for payment for the contractor's work for that month. The Schedule of Values ' acxepted for billing purposes shall be used for this purpose. The Architect's and Construdion Manager's determination shall be binding upon the Contractor. .1 Payment will be made on the last day of the month following the month ' application was received. .2 Prior to the date each progress payment falls due, the Contractor shall properly execute the following documents: Application and Cert'dicate for Payment, and Partial Waiver of Lien and exchange them for payment at Monthly Meetings." 9.3.2 Add the following sentence to the end of this paragraph: °Any extra cost of on-~te and off~ite storage shall be the responsibility of the Contractor." Add the following paragraph: 9.3.4 The Owner will reserve an amount of not to exceed fnre percent (596) of all progress payments as retainage. Retained amounts shall be paid to the contractor as a part of the Contractor's Final Payment. Alternate forms of retainage in accordance with M.S. 15.73 may also be used at the option of the contractor. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.3 Delete the words "4.4.5' fnxn the last line of this paragraph and replace it with °4.7.5" 9.10.4 Delete the last sentence of this paragraph in its entirety. ARTICLE 11 INSURANCE 11.0 INSURANCE Delete the Article in its entin3ty and substitute the following Article 11 in its stead. 11.1 CONTRACTORS LIABILITY INSURANCE 11.1.1 Each Contractor shall purchase and maintain such insurance as will protect them 00810-4 ' from claims which may arise out of oc result from the Contractor's o eratrons P under the oontrad, whether such operations be by them, or by any subcontractors ' or by anyone diredy or indirectly employed by any of them, or by anyone for whose acts any of them be liable. All insurance companies writing cxnmrage for this project shall be approved or licensed to operate within the State in which this ' project is bested. Written oerfrfication of this requirement shall be presented to the Owner, Architect and Construction Manager. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be as follows: .1 Workmen's Compensation and Employer's Liability Insurance: ' Workmen's Compensation and Occupational Disease Insurance at statutory limits as provided by the State and Applicable Federal in which ' this oontrad is perFom>ed. Employer's Liability Insurance $1,000,000. ' .2 Comprehensive General Liability Insurence covering (the corrtredors must provide liability coverage on an occurrence base format): ' A. Operations -Premises Liability: including, but not limited to, bodi~ injury, including death at any time resulting therefrom, to any pen;on or property damage resulting from execution of the work ' provided for in this contract or due to or arcing in any manner from arty act or any omission or negligence of the Contractor and any subcontractor, their respective employees or agents. ' B. Elevator Liability: including, but not limited to, bodily injury, including death at any time resulting therefrom, to any person or property damage resulting from operation or use of any elevator or ' hoist, if either or both are operated or used in connection with execution of this contract. ' C.. Contractor's Protective Liability: including, but not limited to, bodily .. Injury, including death at any time resuRing therefrom, to any person or property damage resulting from ads or arty omission of ' any subcontrador, their employees or agents. D. Produds -Completed Operations Liability: including, but not limited ' to bodily injury, including death at any time resulting therefrom, to any person or property damage because of goods, products, materials, or equipment used or installed under this oontrad or because of completed operations, which may become evident alter acceptance of the building, including damage to the building or its contents. ' E.~ Contradual Liability -Each and every policy for liability insurance, carried by each Contrador and subcontrador as required by this Article shall specifically include contractual liability (hold harmless clause) coverage with reaped to Article 3.18 of the AIA General Conditions. 00810-5 F. G. Special Requirements: the insurance required under 11.1.2.2 of this Article shall spedfically include the following spedal hazards: 1. Property damage caused by conditions otherwise subject to exclusions "X,C,U" explosion, collapse or underground damage, as defined by the National Bureau of Casualty underwriters. ' 2. Property damage liability coverage shall be broad form coverage. 3. "Occun-ence" bodily injury coverage in lieu of "Caused by acCldent". 4. "Occurrence" property damage coverage in lieu of "Caused by acdderrt". 5. EXCEPTION: Contracts that do not require excavation or underground work are not neauired to have the above "Spedal Hazards" insur~ce coverage under 1 above. Limits of Liability: The insurance under 11.1.2.2 of this Article shall be written in the following limits of liability as a minimum: ~~ $1,000,000 per occurrence $2,000,000 annual aggregate products Prooertv Damage: $1,000,000 per occurrence $2,000,000 annual aggregate operations $2,000,000 annual aggregate protective $2,000,000 annual aggregate products $2,000,000 annual aggregate contractual Commercial General Liabilfir: $1,000,000 per occurrence $2,000,000 annual aggregate $2,000,000 annual aggregate-products/completed operations $ 50,000 fire damage (any one fire) $ 5,000 medical expense (any one person) The following cxyverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability 00810.5 1 1 1 1 Products and Completed Operations Liability H. The Owner, the Constnrction Manager, and the Archi6ect shah be named as additional insured. .3 Comprehensive Automobile Liability Insurenoe covering: A. AIf owned, -hired; or non-owned vehicles including the "~li~ling or unloading thereof. B. Spedal Requiremerrts: The insurance required under 11.1.2.3 of this Article shall spec~cally include the following special hazards: 1. °Oocurnenoe" body injury in lieu of "Caused by acaderrt". 2. "Oocumnce" property damage in I'ieu of °Caused ~ by aoddent". C. Limits of Liability: the insurance under 11.1.2.3 of this Article shall be written in the following limits of liability as a minimum: Automobile Bodily Iniury $1,000,000 each person $1,000,000 each occurrence Automobile Prooertv Damaoe $1,000,000 each occurrence .4 Umbrella Clause: If an umbrella clause is written to implement the above prime coverages, the umbrella clause shall spedFically state that the policy is written on an "occurrence" basis. Any combination of underlying premium with excess or umbrella overage will satisfy the total liability limits required in the agreement. Umbrella LiabiNty 1 1 $2,000,000 each occurrence $2,000,000 aggregate limit 11.1.3 No Conractor shall ommence work under this ontract until they have obtained all insurance required under this section and evidence that insurance has been obtained in the form of a valid cerfficate of insurance has been famished to the Owner, the Arch~ect and the Construction Manager, and accepted by the Owner, nor shall any Contractor albw any subontrartor to ommenoe work of their subontract until the same insurance has been obtained by the subontrador. Unless exceptions are noted or spedfied, each and every Contractor and subontractor shall maintain all insurance required under 11.1.2.1, 11.1.2.2 and 11.1.2.3 of this section for not less than one (1) year alter ompletion of the ontrad. 00810-7 11.1.4 Each Contractor shall file with the Owner, Architect and Constructioh Manager a Certificate of Insurance. Any certficate submitted and found to be incomplete will be returned as unsatisfactory. Certificates of Insurance shall contain a dause stating the coverage afforcled by the policies listed will not be canceled or materially aRered, except aRer 45 days advance written notice to the Owner, Architect and Construction Manager, mailed to the addressed indicated herein, and, in the event that such notice is not given to the Owner, Architect and Construction Manager at least 45 days .prior to cancellation or a .material change, the policy will continue in full foroe and effect for the benefit of the Owner, Architect and Constructbn Manager as ff such charge or cancellation did not occur. 11.1.5 ff requested by the Owner, Contractor shall famish the Owner with the true copies of each policy required of them or their subcontractors. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall provide Owner's Protective Liability Insurance as protection against claims which may arise from operaations under this contract. 11:3 PROPERTY INSURANCE 11.3.1 The Owner shall effect and maintain Builder's Risk Insurance for completied value coverage and shall lndude the interest of the contractors and their subcontractors. This insurance is to be upon all the structures on which work of all contn~cts ~ to be done to one hundred peroent (10096) of the insurable vale thereof, including items of labor and materials connected therewith whether in or adjacent to the structures insured, materials in place or to be used as part of the permanent constnktion inducting surplus materials, shanties, protective fences, bridges, temporary structun~, miscellaneous materials and supplies incident to the work, and such scaffoldirwgs, stagings, towers and equipment as are not owned or rented by the contractor, the cost of which is inducted in the cost of the work. The loss, is to be made adjustable with the payable to the Owner as trustee for the insureds and contractors and subcontractors as their interest may appear, except in such cases as may require payment of all or apro-portion of said insurance th be made to a mortgagee ~ their interest may appear. EXCLUSIONS: This insurance does not cover any tools owned by mechanics, any tools, equipment, scafi`okiing, staging, towers and forms owned or rented by the contracts, the capital value of which is not included in the cost of the workmen or any cook shanties, bunkhouses or other structures erected for housing the workmen. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 In the 2"d line, after the word bonds, add the words "in a form approved by the Owner". 11.4.2 Upon request of any person or entity appearing to be a potential benefidary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly famish a copy of the bonds or shall permit a copy to be made. 00810-8 ' 13.6 INTEREST ' 13.6.1 Delete this paragraph in its entirety and substitute the following: "Payments due and unpaid under the Contract Documents shall bear interest from ' the date payment is due at the judgment rafie as provided by Minnesota law.° - ~ ~1~4.2~ TERMINATION-BY THE OWNER FOR CAUSE 14.2.1 Subparagraph .4 after the word Documents, add the words, °induding without limitation poor workmanship, provision of non-conforming materials, or failure to get work done in a timely manner.° ' END OF SECTION I 1 1 1 00810-9 ' DIVISION 0 -BIDDING AND CONTRACT DOCUMENT8 SECTION OUZO - ADDITIONAL ARTICLES TO GENERAL CONDITIONS OF THE ' CONTRACT FOR CONSTRUCTION AIA DOCUMENT A2011CMa,1992 EDITION BID PACKAGE Z - COLUMBIA HEI~aHTB PUBLIC 8AFETY CENTER ' 1.0 GENERAL CONDITIONS - ~ - The General-Cor~litions~ Section 00700,,-are hereby made a partrtof-this Section:' The amides ' contained in this Section add to the provisions of the General Conditions and shall take pn~cedenoe over the General Conditions. ' ARTICLE 1B JOB MEETINGS ' 16.1 MEETINGS 16.1.1 Meetings shall be conducted periodically by the CM for the purpose of ' coordinating and expediting the work. It shall be mandatory that eadti contractor's Project Manager and/or Superintendent, foreman or lead person be in attendance. Also, from time to time, the Construction Manager will designate certain subcontractors to attend. 16.1.2 Progress and Project Meetings shall be held at the sifie on a regularly scheduled ' basis. The date and hour will be established by the Construction Manager. 16.1.3 The essence of the discussions and deasions of each meeting will be entered into the minutes and copies of the minutes will be famished to all in attendance and interested parties: ARTICLE 17 ' CONTRACTOR PERFORMANCE 17.1 3TAR'TiNG THE WORK 17.1.1 The Contractor shat! commence the Work in such a manner and at suds a time as ' to expeditiously interface with the Work of other Contractors, and shall pursue the Work dil'~ently to completion. The Corrtredor shall work in a cooperative manner with other contractors. 1 17.1.2 Upon receipt of a Notice to Proceed, the Contractor shall pursue and complete the Work without voluntary Interruption for any reason, as kNtg as the Work can be perfom~ed. The Contractor agrees that they shall continue the Work at all times the Work can be performed, at a pace consistent with good industry practice regardless of pending or current claims or disputes in connection with the Gontrad Documents. 17.2 TIMELY PERFORMANCE 17.2.1 It is the Owner's intent to pa~nplete the Project as soon as possible, and in this pursuit the Owner may coordinate the scheduling function. The Contractor 00820-1 agrees to cooperate in scheduling and performing the Work to achieve completion of the Project as soon as possible. 17.2.2 The Contractor acknowledges and accepts the prospects of such delays, interferences and interruptions to the progress of the Project and to the Work as are inherent in the construction industry. The Contractor represents that they have included compensation for such delays, interferences and interruptions in the Contract Sum.- _ _ _ - _ -- _ -- _ _ -.- -- _ _ --. -. -- _ _ .- .-- . -.-- - 17.2.3 The Owner does not guarantee that delays, interferences and/or intem~ptions to the Work will not occur. The Owner expressly disclaims any responsibilities or obligations resulting from delays, interferences or interruptions. 17.2.4 The Contractor shall not be entitled th additional compensation or damages due to delays, infierferenoes or interruptions to the Work or the Project, but shah be errtitied only th an appropriate extension of time in accord with the General Conditions of the Contract for Construction. ARTICLE 18 CONSTRUCTION SCHEDULING 18.1 SCHEDULING 18.1.1 The Construction Manager will provide the overall scheduling function for the Project, and will coordinate scfiedulir~ input from Contractors during the course of construction. Day-today activities planned by Contractors will be incorporated into a Construction Schedule. The purpose of the Construction Schedule is to guide the Project from milestone to milestone, using input provided by Contractors. 1$.1.2 The Work to be performed under this Contrast shall be commenced immediately and be completed in accordance with the milestone schedule and the subsequent construction schedule incorporating scheduling input from the Contractors on the Project. Contractor agrees to complete its Work in accordance with the construction schedule as updated from ttme to time, and specifically in accordance with da~to-day schedule input submitted to the Construction Manager by the Contractor and accepted by the Construction Manager for incorporation in the construction schedule. It is expressly understood and agreed that upon request by the Construction Manager the Contractor shah adjust ith individual scheduled activities to allow coordination of the Project Work, to achieve established milestone dates or to allow completion of the Project in an expeditious manner, all without additional compensation to the Contractor or damages of any kind. 18.1.3 The Construction Manager will provide a Milestone Schedule which will establish the major points of completion during construction and toward which Contractors shah orient their efforts. 18.1.4 If at any time a oontrac~r is of the opinion that the quality of their work is, or will be jeopardized, as a result aF the scheduling or ooorcJination of the project, or for any mason known to them, they shall stop work and immediately inform the 00820-2 1 1 1 I Construction Manager of their action and the reasons therefore. The contractor shall immediately, on the same day, reduce their action and their masons to writing, hand it to the Field Construction Manager for the reoa+d, and mail a ~ to the Architect. Upon subsequerrt and timely investigation by the Construction Manager and the Architect, a derision shah be made on the point of jeopardy, and the problem resolved in accordance with the full intent of the contract documents. 18:2 INTERMIT-t'EN-T--WORK 18.2.1 If a Contractor's work is intemtittent by nature, or iF they have reason to leave the S'te for a period of two days ~ more, they shall inform the Construdlon Manager in advance. 18.2.2 When planning to leave the Site during the course of its Work, a Contractor shall provide evidence that their absence will not adversely affect the progress of the Project, nor of any other Corrtractor's previously scheduled work commitrnent. 18.2.3 When plannir~ to reduce manpower during the course of its Work, a Contractor ' shall provide evidence that reduced manpower will not adversely .affect the progress of the Project, nor of any other Con#rector's previously sri~ecluled work commr~mer~t. 18.2.4 Contractors shall cancel eny absences or manpower reductions that, in the opinion of the Construction Manager, will adversely affiect scheduled progress as ' determined by the Construction Schedule and the Program Schedule. 18.2.5 Each Bid Division Contractor is required to report to the Field Construction Manager prior to resuming work on the project after an absence from the site for ' one or more working days. The purpose of reporting is to make the Field Corwtn~ction Manager aware of the contractors n3-involvement with the work and to provide an update of any condtiions that could affect the continuing work of the ' Contractor. 18.3 WORK DAYS ' 18.3.1 Construction schedules are based on Contractors working five (5) day weeks, eight (8) hours per day unless overtime or additional time is designated. Any variation to this policy will be disruptive to the Project Construction Schedule and to other Contnactors work. Contractors may not use a four (4) day, forty (40) hour week or any other foreshortened work weak other than a five (5) day, eight (8) ' hour per day week or what may be sperifically required by the Construction Schedule. Any deviation from this must be r~uested in writing from the Construction Manager. ' 18.4 MATERIAL AND EQUIPMENT PENDING 18.4.1 The Construction Manager may Initiate and coordinate an expediting program, in _' coopenstion with each contractor, incorporating all critical items of materials and/or equipment provided under the various Bid Division requirements. 18.4.2 In order to ensure timeliness and accuracy, each Contractor shall cooperate by providing order and acknowledgment documentation (without pririr~) as required X620-3 ., by the Construction Manager. ' 18.4.3 Each Corrtractor shall turther cooperate by keeping the Construction Manager informed of any and all c~ar~es in the commitrnents previously incorporated in ' the expediting program, and when deemed necessary by the Construction Manager, provide source contacts for direct expediting by the Construction Manager. t 18.4.4 The -Construction ~ Manager expeditir~ program ~is to be considered" abads-up - " ~ ~ "~- program and shall rat in any way relieve the individual Contractors from the ' performance responsibihties subscribed to elsewhere in the contract documerrts. END OF SECTION ' 1 1 1 00820-4 ' ' DMSION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00830 -PREVAILING WAGE DIRECTIVE -BID PACKAGE 2 ' COLUMBIA HEIGHTS SAFETY CENTER The prevailing Wages are to be minimum wages paid to all construction empbyees working on ' site with the purpose ofi constructing the City of Columbia Heights Public Safety Center. The administrative procedures explained in this directive are intended to be minimum procedures. ' City of Columbia Heights or State of Minnesota. Arty rates not submitted with the proposal; or listed in the Project Manual; and/or not approved by the City or State; will not be allowed. Employers, Administrative persons and supervisory ' pen;ons are exempt from the Prevailing Wage Directive. Employees working in excess of eight (8) hours per day and forty (40) hours per week shall be ' paid at a rate of one and one half (1-1/2) times the basic hourly rate. Any employees working Sundays or holidays are enYrtled to receive twice the posted or approved note. Each employer is required to inform their employees working on site, as to the prevailing wage minimum ' requirements. In addition, the prevailing wage minimum ,rates will be posted on site. Each awarded contractor is~ morally, administratively and financially responsible for payments or prevailing wage compensation to empbyees who perform work on site. ' All complaints or claims must be in writing and must be delivered or mailed to the Department of Labor and Industry. The State Department of Labor and Industry will be the final authority for ' administn~tion and aH decisions conoeming the prevailing wage directive for this project. END OF SECTION OOB30-1 t waaaaaawawaa a av •asa~aaab ~~ uav w wbv a va v ' MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PREVAILING WAGES FOR STATE FUNDED CONSTRUCTION PROJECTS ' ®THIS NOTICE MUST BE POSTED ON THE JOBSITE IN A CONSPICUOUS PLACE ' Cormtructton type: Commercial ' County Number. 02 County Name: ANOKA ' Ei~ctive:2008-03-03 Revised: 2008-04-02 Zhis project Is covered by Minnesota prevailing wage statutes. Wage rates listed below are the minimum hourly ' rates to be paid on this project.. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at a rate of one and one half (1 1/2) times the basic houry rate. ' Vwlatbns should be reported to: Deparbnent of Labor and Industry ' Prevailing Wage Section 443 Lafayette Road N St Paul, MN 55155 (651) 284-6081 DLI.PreNlNage~state.mn.us * Indio that adjacent county rates were used for the labor class listed. ' LABOR CODE AND CLA88 EFFECT DATE BASIC RATE FRINGE RATE T TO AL RATE ' 101 LABORER, COMMON (GEN LABOR WRK) 2008-03-03 27.88 12.17 38,83 2008-05-01 28.98 12.47 41.43 102 LABORER,SKILLED~ASST CRFT JRNYMN 2008-03.03 27.88 '12.17 39.83 2008-05-01 28.98 12A7 41.43 ' 103 LABORER, LANDSCAPING 2008-03-03 15.88 9.03 24.89 2008-05-01 18.91 9.03 25.94 ' 104' FLAGPERSON 2008-03-03 27.88 12.17 x.83 2008-05-01 28.98 12.47 41.43 105• WATCHPERSON 2008-03-03 24.03 11.82 35.85 2008-05-01 25.33 12.12 37.45 ' 108 BLASTER 2008-0&03 28.88 12.17 40,83 2008-05.01 29.96 12A7 42.43 -' http:/fworkplace.doli.state.rnn.us/prevwagelcommercial_p~intPhP?county~2 6/12/2008 -~' ..........~.--~-- - -- . N-r,.a .. -a- -o- - -- LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 107 PIPELAYER (WATER, SEWER & GAS) 2008-03-03 Z8.1B 12.17 40.33 2008-05.01 29.48 12.47 41.93 108' TUNNEL MINER 2006-00-03 24.29 11.41 35.70 109 UNDRGRND 8 OPEN DRCH LABOR (8~ 2008-03-00 28.18 12.17 40.33 2006-05-01 29.46 12.47 41.93 GROUP 1 • 2008-OLi-03 31.49 13.40 44.89 2008-05-01 32.E 14.15 48.54 201 HELICOPTER PILOT 202 CRANE,OVER 135' BOOM.WITHOUT JIB 203 DRGLN/SMLR,SHVL CNTRLS,3 CU YDS+ 204 PILE DRIVING,WITH 3 DRUMS IN USE 205 TOWER CRANE GROUP 2 2008-03.03 31.49 13A0 44.89 2008-05-0'1 32.39 14.15 48.54 Z08 CABLEWAY 207 CONCRETE MO(ER,STATIONARY PLANT 208 DERRICK-GUY,STFLEG,P'WR,SIm,IMMOV 209 DRGLWSMLR/SHVL CNTRLS,TO 3 CYDS 210 DRDGE OR ENGINEEWPOWERB,ENGINEER 211 FRONT END LOADERS CU YDS 8 OVER 212 GRADER OR MOTOR PATROL 213 LOCOMOTNE CRANE OPERATOR 214 MIXR-PAVING,ROADMOLE,CONWAY/SAALR ' 218 TRACTOR -BOOM TYPE 217 TRACTOR CRANE -CRAWLER CRANE 218 TUGBOAT, 100 H.P. AND OVER GROUP 3 FOR RATE CALL851-284-5091 OR EMAIL DLI.PREVWAGE~STATEJNN.US 219 DUAL TRACTOR 220 ELEVATING GRADER 221 PUMPCRETE 222 SCRAPER,32 CU YDS AND OVER 223 SELF PROPELLED SOIL STABILIZER GROUP 4 2008-03-03 28.32 13aI0 41.72 2008-05-01 28.57 14.15 42.72 224 AIR TRACK ROCK DRILL 225 ASPHALT BITUMINOUS STABLZR PLANT 226 AUTOMATIC ROAD MACHINE(CMUSMLR) 227 BACKFILLER OPERATOR 228 CONCRETE BATCH PLANT 229 BITUMINOUS ROLLER,B TONS OR MORE 230 BITUMINOUS SPREADER,FINISH (PWR) httpJ/workplace.doli.state.mn.us/prevwageJcommercial_print .php?county=02 6J12/200$ 11VYYYVaavr. a -v.MW.~b •. M~i v a Y~V ~/ Vi V LABOR CODE AND CLA88 EFFECT D/ITE i'~ASIC RATE FIBNGE RATE TOTAL RATE ' 231 CAT TRACTORS W/ROCK WAGONS/SMLR 232 CHIP HARVESTER AND TREE CUTTER 233 CONCRETE M00=R ON JOB SITE 234 CONCRETE MOBIL 235 CRUSH.WASH,SCREEN GRAVEL PLANT 236 CURB MACHINE ' 237 DOPE MACHINE (PIPELINE) 238 DRILL RIGS p20TARY,CHAIN,CABLE) 239 FORK LIFT OR STRADDLE CARRIER ' 240 FORK LIFT OR LUMBER STACKER 241 FRONT END LOADER OVER 1 CU YD 242 HOIST ENGINEER (POVYER) 243 HYDRAULK: TREE PLANTER 244 LAUNCHER,TANKER PERSON,PILOT LIC 245 LOCOMOTNE ' 248 MECHANIC WELDER 247 MILL,GRIND,AND PLANE MACHINE ' 248 249 MULTIPLE MACHINESNVELD,GENS,PUMP PAVE BRKR,TAMP (PWR),MIGFI7Y MITE 250 PICKUP SWEEP W HOPPER ~ 1 CUYD+ ' 251 252 PIPELINE WRAP,CLEAN,BEND MACHINE PWR PLANT ENGINEER,100 KWH + 253 PWR HORIZONTAL BORING MACH 6" + 254 PUGMILL ' 255 RUBBER TIRE TRACTOR,BMOE ATTACH 256 SCRAPER UP TO 32 CUBIC YARDS 257 SIOD LDR,1CUYD+ 8 BACKHOE ATTACH ' 258 SLIP FORM (POWER DRIVEN)(PAVING) 259 TIE TAMPER AND BALLAST MACHINE 260 TRACTOR, BULLDOQER ' 281 TRENCHING MACH (SEWER,WATER,GAS) 26Z WELL POINT INSTALLATION ' GROUPS 2008-03.03 18.00 8.00 22.00 Z83 AIR COMPRESSOR, 800 CFM OR OVER 284 BRUMINOUS ROLLER UNDER 8 TONS 285 CNCRTE DSTRBJSPRD/FNSH.FLOAT,JNT Z86 CNCRTE SAW W MOLT BLADE,PIMt OPER Z87 FORM TRENCH DIGGER, POWER OPER ' 288 FRONT END LOADER UPTO INCL 1CUYD 289 GUNITE GUNALL 270 HYDRAULIC LOG SPUTTER ' 271 L0~1DER-BARBER GREENE OR SIAAILAR 272 POST HOLE DRMNG MACHINE/AUGER 273 POWER AUGER AND BORING M~ICHINE ' 274 POWER ACTUATED JACK 275 PUMP 278 SEU° PROP CHIP SPRDR(FLAHERTI() ' 277 SHEEP FOOT COMPACTRIBLADE,200HP+ http://workplace.doli.state.mn.us/prevwage%orrmnercial~rin~php?cozmty~2 6/12!2008 .' LABOR CODE AND CLASS EFFECT DATE 278 SHOULDER MACH W SANDJCHIP SPRDR 279 STUMP CHIPPER AND TREE CHIPPER 280 TREE FARMER p1Al-CHINE) 281 BTMNUS SPRDRIFINSH MACH OPRIHLPR GROUP 8 BASIC RATE FRINGE RATE TOTAL RATE 28.35 13.40 41,75 29.25 14.15 43.40 282 CONVEYOR 283 DREDGE DECK HAND 284 FlRE PERSON OR TANK CAR HEATER 285 GRVL SCRN PLNT-PORT,NOCRU3HNVASIi 286 GREASER (TRUCK OR TRACTOR) 287 LEVER PERSON 288 OII.R~FIVL,CRANE,DLINE,CRUSH,AAILL 289 POWER SWEEPER 290 ROLLER ON GRAVEL COMPACTION 291 SELF PROPELLED VIBRATING PACKER 292 SHEEP FOOT ROLLER 293 TRACTOR, WHEEL TYPE,OVEFt 50 H.P. 294 TRUCK CRANE OILER GROUP 1 2008-03.03 18.40 301 MECHANIC -WELDER 302 TRACTOR TRAILER DRWER 303 TRUCK DRVR.OPER HANDIPWR WINCH GROUP Z 2008-03~i 19.15 304 4 OR MORE AXLE,STRGFIT BODY TRUCK GROUP 3 * 2008-03-OCi 20.25 305 BITUMN~OUS DISTRIBUTOR DRNER 30B BRUNINOUS DISTRIBUTOR-1 PERSON 307 THREE AXL.~ UNITS GROUP 4 • 2008-03-03 18.45 308 BITUMB~OUS DISTRBUTOR SPRAY OPR 309 DUMP PERSON 310 GREASER 311 PILOT CAR DRIVER 312 RUBBER TIRED SELF PROPELL PACKER _ 313 TWOAXLEUNR 314 SWRRY OPERATOR 315 TANK TRUCK HELPER-GAS.OIL,WATER 318 TRACTOR OPERATOR, UNDER 50 H.P. 401 HEATBVG AND FR06T INSULATORS 2008-0D-03 38.68 402` BOILERMAKERS 2008-03-03 29.89 403 BRK:KLAYERS 2008-Oa-03 x.74 :I~WOr~~CC.(1O~1.StAtC.Q111.US~~CV V1I8~0001IDCTCl81~I111~.pI1p2COUII~2 8.00 24.40 8.00 25.15 6.00 26.25 6.D0 22A5 15.87 52.55 18.43 46.32 15.15 45~ ~l~~g wuaauaaaa+aa a a~rauaaa~ rr a~~. a ag~..~ va v LABOR CODE AND CLASS EFFECT DATE BASIC RATE I~RIN6E RATE TOTAL RATE ' 2008-05-01 32.34 15.15 47.49 ' 404 CARPENTERS 2008-03-03 31.69 13A0 44.69 405 CARPET LAYERS (LINOLEUM) 2008-03-03 Z6A1 13.20 3921 ' 06 CEMENT MASONS 2008 03-03 30 84 13 65 44 9 4 - . . .4 ' 407 ELECTRICIAPIS 2008-03-03 33.60 20.51 54.11 408 ELEVATOR CONSTRUCTORS 2008-03-03 38.57 16.29 54.86 ZIERS 409 GLA 2008-03-03 32.06 13.50 45.56 2008-06.02 33.71 13.50 4721 ' • T E 410 H RS LA 2008-03.03 31.89 12.82 44.71 2008-05-01 33A9 12.82 46.31 GROUND PERSON A E C 5 8 411 1 2 FOR R T ALL 6 4-5091 OR EMAIL DLI.PREVWAGE~STATE.MN.U3 ' 412 IRONWORKERS 2008-03-03 31.80 18.72 50.32 2008-05-01 32.80 19A2 5222 ' 413 LINEMAN FOR RATE CALL651,284-5091 OR EMAIL DLI.PREVWAGE®STATE.MN:US 414 MILLWRIGHT 2008-03.03 31.51 15.27 46.78 ' 415 PAI TERS 2008 03-03 29 70 14 06 N - . . 43.76 ' 416' PILEORNER 2008-03-03 30.72 13.50 4422 417 PIPEFIT'TERS-STEAMFlTTERS 2008-03-03 3723 16.15 53.38 ' 418 PLASTERERS 2008-03-03 27 93 17A5 45 38 . . ' 419 PLUMBERS 2008-03-03 35.30 16.79 52A9 420 ROOFER 2008-03-03 30.49 13.05 43.54 ' Z008-05-01 31.74 12.85 44.59 421 SHEET METAL WORKERS 2008-03-03 37.10 14.66 51.76 ' 422 SPRINKLER FITTERS 2008-03-03 37 17 16 66 83 53 . . . ' 423' TERRAZZO WORKERS 2008-03-03 30.86 15.05 - 45.91 424 TILE SETTERS 2008-00-03 28.13 1723 45.36 ' 2008-05-01 29.73 1723 46.96 http://workplace.doli.state.mn.usfprevwagelcoannercisl_pr intphp?county~2 6/12x2008 ~~' LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 425 DRYWALL TAPER 200603.03 28.67 14.94 43.61 430' WIRING SYSTEM TECHNICIAN 2008-03Q3 29.87 11.56 41.43 431 • WIRING SYSTEM INSTALLER 2008.03.03 20.91 9.90 30.81 435 ASBESTOS ABATEMENT WORKER 200603.03 26.51 12.11 38.62 436' 81GN ERECTOR 2008.03-03 23.E 8.12 31.81 httpJ/vvorkplace.doli.state.mn.us/prevvv~gelvommercial_print.PhP?couniy~2 6/12!2008 1 pIVISION 0 -BIDDING AND CONTRACT REQUIRLMENTSt SECTION 00850 - INDEX OF DRAWINGS -BID PACKAGE 2 1 COLUMBIA HEIGHTS PUBLIC SMpETY CENTEF! Drawing Index A0.0 Cover Sheet Civil .' C2 C3 Paving Plan Erosion Control Plan C4 Grating Plan C5 Utility Plan ' C6 Details Arc~ltectural A2.1 Lower Level Floor Plan A2.2 Main Level Floor Plan A2.3 Mezzanine Floor Plan ~ A2.4 RooF Plan t A3.1 Buffding Elevation S Sections A3.2 Building Elevations A4.1 Wall Sections t A4.2 Wall Sections A4.3 Wall Sections A4.4 Wall Sections ' A4.5 Wall Sections . A4.6 Stair & Elevator Sections & Enlarged Plans A4.7 Stair & Elevator Sections & Enlarged Plans A4.8 Stair Sections & Details Structural $1 General Notes 8~ Details ' S2 FoundationBas®ment Pfan S3 Main Level Framing Plan S4 Law RooflAAezzanine Plan ' 55 High Roo# Plan S6 Sectlons ' S7 S$ Sections Sections S9 Sections S10 Details ' S11 Arched Opening Details Re#$rence ' R1.0 Boundary and Topographical Surrey :~ END OF SECTION 1 oos5o-1 1 sECrlox 00900 - CODE REVIEW COLUMBIA HEIGSTS PUBLIC SAFETY BUILDING Code Review September 25,2008 Pro3ect Description A new public facility containing both the Police and Fire departments of the City of Columbia Heights. ' Applicable Codes Applicable codes include International Building Code. ' History of Review None. 1 1 the 2007 Minnesota State Building Code and by inference the 2006 Use and Occupancy Classification Ch. 3 Sec 304 Police and Fire Office areas: Group B Garage and Apparatus: Group S-2 4how Holding Cell Area: Group I-3 Minnesota Fire Code chapter 90722 does require an alarm system for this building since ow occupant load over 500. Ch. 5 General bldg. height and areas Type V B -construction Table 503 B 9;000 sf allowed base area per floor S-2 13,000 sf allowed base area per floor I-3 S X00 sf allowed base area per floor B 8c S-2 Base stories allowed 2 stories, I Base stories allowed is 1 story. 505 Mezzanine 505.1 -shall not contribute to area allowed. -mezzanine is allowed 1/3 area of space located in storage. Fire Dept. Mezzanine is 976 sf Mechanical Mezzanine is 1540 sf, Apparatus area is 18,585 sf, 2516/18585 =1/7 +/- 506 Area Allowed per Story Aa = At + [At Ifl + [At x Is] If = (F/P - 025) 30/30 If = (844/844 - 025)1= 0.75 B -- Aa =9000 + 6,750 + 18,000 = 33,750 S-2 - Aa =13,500 + 10,125 + 2700 =50,625 I-3 -- Aa 5000 + 3750 + 10,p00 =18750 Basement - Proposed18,195 sf (113,750 or 50,625) FirstLevel - Proposed 26,371 sf (<i3,750 or 50,625)(I is a small portion) Second Level -Future 16y815 sf (133,750) 504 Stories allowed above grade Table 503 B = 2 stories above grade S-2 = 2 stories above grade I-3 =1 story above grade 5042 Stories may be increased by 1 story. Total stories allow~l above grade is 3 for B and S-2 occupancies. This allows for the future 2id level. BA #0806 Suction 00900 1 of 6 508 Miaea use and axupancy 508332 Separate Occupancy Calculation Ratio for B + S-2 + I 3 is less than 1 Basement 16815/33750 + 1380/50625 + 0/0 = OS2 1" L~wel 15892/33750 +8585/50625 + 1900/18750 = 0.74 5082 Incidental use area - (fire barrier) Arty r~tiQn Table 5082 Parking garage 1 hr w/auto sprinkler storage rooms~over 100 sf 1 hr w/auto sprinkler Ch.6 hire resistance rating for Building Elements -Type V-B Table 601 Structuzal Frame 0 Bearing Wall Exterior 0 . Bearing Wall Interior 0 Non Bearing exterior walls 30 feet from property 0 Floor Construction 0 Roof Constructio~a 0 Table 50833 Required separation betweea B, S-2 and I-3 a 1 hour separation is required. Ch.10 Means of Egress ~ 4 ~ ~ ~ 4 q -- ~- --o I ,swoo•' , i i . ' . - _ t ,~ B -- - - -- ------ --~ -- ~ -- I ~.T- - I-•- I fi- a f ..._- - r .an _~---- fi--® ~...Y I .... ~ I T ~ ..... _..._ ~ ~ I ~ Wt ~~ sa ~F-- -~ ~/~•' ~+rP ~ -av I . _I J ._... I T(" ~ ~ f .._...... I ' ~ ,l... ~ i....~ 1 I ~ _ _. _. ,~. ,~ ~- ~. I . - ,,, - •ar -_~ -+~ ~ --- - ---0 ~ ----I---- I i------ I I I , --~ I I ------® ~ ~ b~ ~ l Basement Level -One hoar rated walls are shown Gashed BA # 0806 Section 00900 2 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I T ~ T T~ T T i ~ -- oo ~ our I I I B ., I I - ~ ! -~ .~ I '. ~ I __ ~• 1 _ ._. I 1 I I .°°•~. ..~ .~. our ~ • 'r tM I 1 1 1_ 7 i , B ~•-_ 1 fm10i -_~ 1 I 1.ZP 1MN1~ ~ ~ -_~ ~ '• B 7Y1 - -• •- •- -~I i is 1 ~ ... •7J<t ~ ~ ~ ~ r a+i ifsrw an ~..• •, I 1 ... .,.n i ara ~ ~ ~~ +wiw -F- - ' - ---® r t~ ~ stwanww I ~ ---}---I --i---- ~ r --- ~'----e I I I ~ ~ I { I ~,,, 1 ~ b ~ b l b b ~ ~ 1N~rst Level - One honr rated walls are shown dashed Mezzanine Level -One hoar rated walls are shown dashed . ~ .~ }---m 1 ~ Table 1004.1 ~l Total Occupants are 532. Table 1017.1 Corridor fire resistance rating Occupancy B with sprinkler system has a rating of zero hours. 1 hour rated stairwells. Table 1020 Exception 8; first level and future second level may be open to each other. 707.14.1 Elevator lobby not required since elevator does not connect more than three stories. _ BA # 0806 Section 00900 3 oF6 Ch29 Plumbing System Table 2902.1 we Bwc=saes+311/so=s.22 S wC =131/100=131 (S toilets =1/100 occupants) I-wC =1 per cell = 4 Total wC =14 Requited (4 men's, 2 men's urinals, 5 women's, 4 unisex and 4 cells equal provided). Lavs B Lavatories =8x40 +281/80 = s S 1 S Lavatories =131/100 =131 (Lavatories =1/100) I Lavatories =1 per cell = 4 Total Lavatories = 11 Required (4 men's, s women's, 4 unisex and 4 cells equal provided). DF B and I Drinking Fountains =401/100 = 4A1(B Fountains =1/00) S Drinking Fountains =131/1000 = 0.131 (S Fountains =1/1000) Total Fountains = 5 Required. 6 provided. COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2004 IECC Report Date: 09/1SI08 Data filename: Columbia Hieghts Public 9a&tycck Section 1: Project Information Project Type: New Constroctioa Project Title :Columbia Heights Public Safely Construction Site: 825 41st Avenue 1VE Cohimbia Heights, bIId 55421 Owner/Agent: City of Cohnnbia Heights S90 40W Avenue lVE Cohnnbia Heights, irll~i 55421 Designer/Contrsator: David Olds Buetow And Associates 2345 Ria Street 3t. Pau1,1~A155113 651483 6701 Section 2: General Infonnatlon Building Location (for weather datak Clinate Zone: Heating Degree Days (base 6S degrees Px Cooling Degree Days (base 50 degroea 1~ Vertical Olazhig /wall Area Pct: OtBce BA # 0806 Colom~a Refight:, Minnesota 6a 7391 2908 9% re 47088 Section 00900 ' 4 of6 1 ' Section 3: Requirements Checklist G7lmate-SpeeiDc Regntrements: Compoeent Name/Deserlptlon Grow Area Caviq R- Cont. R- Proposed U-liladget U- orPerimeter Value Value Factor Factor ' Roof 1: StnuKtrral3h-b 24957 = ~ _ 0.025 0.034 Skylight 1: Metal Prams with Thermal Break:Doubk Pace withLow- 32 0.700 0.600 E, Tinted without Curb, 3I3GC 0.57 Exterior Wall 1: Brick w/ CMU Backup, HC 1.0 16654 - -- 0.066 0.089 ' Window 1: Metal Frame with Thermal BreakJbnbk Pane withLow- 1502 - - 0.600 0.350 E, Clear, Factory Assembled, SHGC 0.63, PF 0.10 Door KM.: Solid, Swinging 200 - - 0.200 0.700 Door Glass: Overhead, Non winging 1606 - -- 0.800 0.500 Door insuhrted: Overbead,Non-Swinging 1366 - -- 0.060 0.300 (qI Badgd U-factors are used bbr soflwsre bweline calculadona ONLY, and are sot code requiraner~. ' Air Leakage, Component Certi>geation, and Vapor R~arder Regnlrements: O 1. All joints and penetrations are caulked, gasketed or covered with amoisturevapor-permeable wrapping material installed in accordance with the martrtfacturer's installation instructions. [] 2. Windows, doors, and skylights certified as meeting leakage requirements. D 3. Cartponent R values 8t U-factors labeled as certified. O 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulatied, and in amamter that achieves the rated R-value without compressing the insulation. O 5. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dmnpers. D 6. Cargo doors and loading dock doors are weather sealed. D 7. Recessed lighting factures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate atr- tight assembly with a 0.5 inch clearance front combustible mateaisls and with 3 inches clearance from insulation material. D 8. Building entrance doors have a vestibule and equipped with closing devices. Exceptroxs: ' Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. R in area. D 9. Vapor retarder installed. ' Section 4: Compliance Statement Comp/kurce Staternext: The proposed envelope design represented is Wis documa other calculations submitted with this permit application. The proposed envebpe sy ' regniremerns in COMcbsck Version 3.5.3 and to comply w' regnii avid Olds • Name -Title Signs 1 1 BA # 0806 rt is oonaistmt with the building plans, specifications and has been designed to meet the 2004 IECC is in the RegaQements Checklist. 1p17/Ol3 Date Section 00900 5 of 6 Additional Energy Caculation Roof System U Calculations• Roof Syi Roof Svstem Au film (exterior) 0.17 BUR Membrane 033 '/s" Mineral Fiber 1.75 6" Avg. polyisocyanurate 37.1 Metal decking 0.00 Air film (interior) 0.61 R Factor 39.96 U Factor provided .025 Onaaue Wsll Svstem U Calculation: Brick. air space. insulation and block Air film (exterior) 0.17 4" face brick/stone 0.80 2" air space 2.58 2" extruded polystyrene 10.00 8" concrete block 0.89 Air film (interior) 0.68 R Factor 15.12 U Factor 0.066 Sauces of Dats• Data for wall expanded polystyrene insulation: Amoco Foam Products Company, 2907 Log Cabin Drive, Snyrrra, Georgia, 30080-7013 Data for mof polyisocyanurate insulation: Dow Chemical Company, 2020 Dow Center Midland, Michigan, 48674 Data for shadingcoeificierrt of glass: Viracon Glass Company Other Data: Mechanical and Electrical Equipment for Build'mgs 7th Edition, Stein/Seynolds/McGuinness,1986, ' Chapter 4 End of Code Review BA # 0806 Scction 00900 6 of6 ' DIVISION 1-GENERAL REQUIREAAENTS SECTION 01010 - SUMMARY OF WORK -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 PROJECT DESCRIPTION ' A. The Work included in the. Contract Documents consists of the new Public Safety Center, Columbia Heights, Miruresota. B. The subdivision of Work between the multiple Prime Contractors is delineated in Section 00300 of these specifications. C. The timing and sequence of the work is generally described in the Milestone Schedule. That sd~edule wiA be modified and expanded with input from Contractors subsequent to contract awards. The resuking Construction Schedule . will be used for actual construction. 1.02 CONTRACTOR USE OF PREMISES ' A. Contractors shall limit their use of the Project site for work and for storage as des~nated by the Construction Manager. Contractors will not occupy or use any ' of the Owners facilities or services. Any work required outside of the designated limits shall be previously sdteduled and coordinated with the Constnu~ion . Manager and Owner. ' B. No radios will be permitted on site. C. Contrac~rs shall locate field offices, storage trailers, and employee parking as designated by the Construction Manager. D. Contractors shall cooperate to the fullest extent possible with the Construction Manager to protect the public, staff, and visitors from construction. Clearwp must be constantly maintained and dear accesses must be provided at all times. ' .03 OWNER OCCUPANCY A. Prior to occupancy the owner will be installing equipment, furnishings, and other amenities as r+equir+ed for occupancy. Each contractor shall cooperate with all Owner installations and coordinate the completion of this work acoorclingly. Add the following new paragraph D to part 1.01; This project is axanpt from the 0.2596 highway tax. The tax for ~ this project is 6.596. ~~~~' ~~ /~/~~~~ END OF SECTION i, 01010-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DNISION 7 -GENERAL REQUIREMENTS SECTION 01025 -CONSTRUCTION AND CHANGE DOCUMENTS -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER PART 1 GENERAL 1.01 CONSTRUCTION AND CHANGE DOCUMENTS A. Contractors will be limited to the number of construction sets and change documents that are provided at no cost. Each Contractor will be allowed up to two sets of construction documents and subsequent change documents for each bid division awarded. Any additional sets required will either be paid .by or backcharged to the Cor~ra~ctor. B. .All Contractors should identify the number of sets needed for their contn~ct worts and notify the Constnx~ion Manager accordingly. END OF SECTION o10z~-1 1 I DIVISION 1--GENERAL REQUIREMENTS SECTION 01030 -ALTERNATES -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specifications Sections, apply to this Section. 1.02 SUMMARY ' A. This Section includes administrative and proca;rdural requirements governing Alternates. 1.03 DEFINITIONS: '~ A. Definition:_ An alternate is an amount proposed by each bid division bidder and ' stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to, deducted from or no change to the Base Bid amount if the Owner decides to acxept a corresponding change in either the amount of wnstn~tion to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. The cost, credit or no change for each alternate ~ the net addition to, deduction from or no change to the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made td the Contract Sum. ' 1.04 PROCEDURES: A. Coordination: Modify or adjust affected adjacent Work as necessary to completely ' and fully integrate that Work into the Project. Indude as part of each altiemate, miscellaneous devices, accessory objects, and similar items inddental to or r+equinrd for a complete installation whether or not ' mentioned as part of the Alternate. B. Notfication: Immediately following the award of the Contract, notify each party invghred, in writing, of the status of each alfiemate. indices whether altiemates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modification to alternates. C. Facecute accepted alternates under the same conditions as other Work of this Contract. ' D. Schedule: A "Shcedule of Alternates' is inducted at the end of this Section. Spedfication Sedtorw referenced in the Schedule contain requirements for ' materials necessary to achieve the Wprk described under each Alternate. 01030-1 .' PART 2 -PRODUCTS (Not applicable). PART 3 -EXECUTION 3.01 SCHEDULE OF ALTERNATES: A, Each Trade Contractor to state the amount to be °Added To° or "No Change" to the bid for each of the ~Itemates listed, Indicate Add or Deduct ALTERNATE NO. 1: Eliminate Basement 031. The top of the exterior $ footings will be brought up to an elevation of 95.4. The interior to be 99. Rooms 181 Workroom/Tooi Crib, 182 Toilet/Shower, 183-ANed Oxygen, 184SCBA/ Leundry/Storage,185-LL Hose Tower to eliminate precast in lieu of 4° slab on grade with a 6° sand cushion. END OF SECTION 01030-2 ' DNISION 1-GENERAL REQUIREMENTS SECTION 07045 -CUTTING AND PATCHING -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 GENERAL ' A. See the drawings for items to be demolished or otherwise removed to allow for installation of new work. B. Do not endanger any work by cutting or digging. Structural members shall not be cut without the consent of the Architect. Do not alter the work of another contractor without his consent 1.02 CUTTING AND PATCHING A. Each Contractor shall do all cutting and patching for his trade section unless otherwise indicated. Each contractor shall employ skilled tradesmen to do patching. Patching shall match adjacent surtaces. B. Each contractor shall be responsible for cutting and patching h~ own openings in existing or previously constructed walls, ceiling, floors, etc. Provide personnel protection urxier coring openations in occupied areas. C. Holes cut in exterior walls or foundations shall be waterproofed. D. ff the Contractor has not finished the required information in suft'icient time before masonry walls, concrete floors and ceiling have been constructed, the Contractor requiring modifications shall be responsible for all necessary cutting, patching and refinishing.. E. Trades requiring openings cast in precast members shall immediately notify precast ooncxcte fabricator the size and location for the openings. Failure by any trade to give timely notice regarding the size and location of openings will result in the precast members being cast without the desired openings. Openings shall then be cut by the trade which required the opening. Each cut shall be revirevued before work begins by the Architect end precast supplier to ensure that the structural integrity of the member will not be affected. 1.03 COLLARS AND COVER PLATES A. Rough openir~s for ductwork, piping and equipment shall be covered with sheet metal collars or escutcheon plates. Excessively large openings shall be patched and finished to match adjacent surfaces and trimmed with collars or escxrtcheon plates. See D'msion 15. 1.04 DAMAGE A. Wherever any material, construction or utility i replacement shall be charged to the Contra responsibility cannot be fixed, the cost shall be proportion to their activities under the contrail. END OF SECTIQN 01045-1 s damaged, the cost of repair or ctor responsible for the damage. If shared among the Contractors in 7 C C~ DIVISION 1-GENERAL REQUIREMENTS SECTION 01050 -LAYOUT AND MEASUREMENTS -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 RESPONSIBILITY A. The responsibility for accurate layout and measurement of the work of each contractor is their awn. In additieon, each contractor shall verify the dimensional accuracy of their work is reliant upon before they begin their work. They shall report all inaccuracies to the Construction Manager and not proceed until corrections are made. If a contractor inadvertently or knowingly proceeds with their work on dimensionally inaccurate work of another, they will be liable for the coat of corrections to their work when the error is corrected. ' B. Assistance provided by the Constriction Manager shall not relieve a Contractor of their responsibilities established by the Contract Documents. I C i C C. The Contractor shall carefully protect monuments. stakes, and bench ~ marks. If destroyed or disturbed by the Contractor or their employees, subcontractors and sub~ubcontractors the cost to the Owner of replacing them shah be charged against the Contractor and shall be deduced from the payments for their work. 1.02 CHECKING LINES AND LEVELS A. Each Contractor shall thoroughly examine the existing conditions and be famil'~ar with work to be performed as hereinafter specified and as outlined on the drawings. B. Two basic grid lines and one bench mark elevation point necessary for the location and construction of the building shall be established by the Owner. C. Each Contractor shall compare all lines and levels given on the drawings with actual field conditions and shall call attention to discrepancies of they occur. D. Each Contractor shall verify and document with the Constructton Manager all lines and levels and be responsible for the proper location of all their work. 1.03 SURVEY AND LAYOUT A. Each Contractor shall be responsible for line and grade survey and layout from the basic grid lines and benchmark established by the Owner. Layout of the site paving, parking, etc. shah be done as noted on the Plans. END OF SECTION 01050-1 1 ' DIVISION 7 -GENERAL REQUIREMENTS SECTION 01060 -PERMITS, INSPECTION, AND LICENSING FEES -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 PERMITS AND INSPECTION FEES A The Owner will secure and pay for the general building permit. ' B. Required City building permifis shall be applied for and secured by Trade Contractor and paid for by the City of Columbia Heights. Any State and/or County permits that are required to be paid for by Trade Contractor. t C. Any other spatial"zed permits or inspection fees shall be applied for, secured and paid for by the Trade Contractor requiring such permits. D. All Contractors must have City Contractors License, ;60.00 each. See attached application. ' 1.02 INSPECTIONS ' A. Any Contractor requiring special inspection by the City or other agency shall arrange and schedule the inspection and g'nre a minimum of 48 hour notice tot he Construction Manager, Architect, and Engineer. ' B. Partial occupancy permits may be applied for by the Owner. All Contrectors will cooperate and assist In securing and mairrtaining partial occupancy permits. t C. Mechanical and electt'ical Contractors shall review thelr specifications to comply will all spatial testing and inspections. ' D. Where the Contrail Documents require inspections, tests or approvals of the Work to be made by an independent testing agency or laboratory or an independent professional consultant, the independent testing agency or ' laboratory or independent professional consultant shall be satisfactory to the Architect and Construction Manager. E. Each contractor shall inspect work of others which will receive or is adjacent to t their Work before commenting their work. Do not proceed until conditions which would result in a less than first lass installation are satisfactorily corrected. Commenting work shall constitute as acceptance of the work of others by the t contractor as satisfactory to receive their work. ' END OF SECTION 01060 -1 .~ 1 ' DIVISION 7 -GENERAL REQUIREMENTS SECTION 01067 - OFF~RE DISPOSAL -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 DISPOSAL A. Each Trade Contractor, and their sub-contractors and suppliers, shall be responsible for the disposal of all construction debris or other materials which resul# from their operations on the project site. B. Naturally occurring soils which are deemed unsuitable for use in the work may be ' spread or buried on site when deemed appropriate by the Owner. Such disposal shall be carried out with suffiaent compaction and in a manner which will not pose a future nuisance due to settlement or erosion ' C. All trucks, or other vehk~es, which Issas the site loaded with debris and excess materials shall be cxwered th the extent required to keep the materials from ' spilling onto roadways. Any spillage shall be immediately cleaned up by the contractor that is disposing the material. 1 1 1 END OF SECTION 01061 -1 1 ' DIVISION 1-GENERAL REQUIREMENTS SECTION 07200 -PROJECT MEETINGS -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 PRECONSTRUCTION MEETINGS A. Prbr to the initiation of on~ite activity, a meeting will be held with all Bid Division ' Contractors for the purpose of planning, scheduling and coordinating an orderly initiation of on-site construction activity. 1.02 PRECONSTRUCTION CONFERENCES A. Each Contractor is required to meet on the ails with the Construction Manager and the Architect/Engineers as required by the Constn~ction Manager prior to beginning their Work. The purpose of this meeting is to review the intent of the Contract Documents as they pertain to the Contractor's Work, and to integrate the initiation of that Work with the Work already in progress on the site. ' 1.03 PROGRESS & PROJECT MEETINGS A Contractors active on site shall be required to attend Progress and Project Meetings when called by the Construction Manager. These meetings are for the purpose of planning arsi assessing construc~bn progress and for discussir~ ' problems of mutual conoem. B. It shall be mandatory that each Contractor and/or their superintendent, foreman or lead person be in attendance at these meetir~s. ' C. All decisions, instructions and interpretations given by the Owner or their designated representatives at these meetings shall be conducive, and shall be ' binding on the Contractors. D. The minutes of such meetings will be recorded and distributed to the Contractors by the Construction Manager. E. Construction Meetings to be held weekly or bi-weekly as determined by the Construction Manager. ' END OF SECTION 01200-1 .' DMSION 1-GENERAL REQUIREAAENTS SECTION 01300 - SUBIIAITTALS -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 SUMMARY ' A. Wherever possible throughout the Contract Documents, the minimum acceptable quality of workmanship and materials has been defined either by manufacturers ' name and catalog number or by n~fererua3 to recognized industry standards. B. To ensure that the specified products ese famished and installed in accordance wkh the design intent, procedures have been estabWshed for advance submittal of ' design data and for its reiview by the Architect. 1.02 RELATED DOCUMENTS AND SECTIONS A. Contractual Requirements for Subm'~tals: General Conditions and Supplementary Conditions. ' B. Section 01700- Contrect Closeout ' C. individual Submittals Required: Pertinent Sections of these Specifications. 1.03 SUBMITTALS ' A Make all submittals of shop drawings, samples, requests for substitution, and other similar items, in strict accordance with the provisions of this Section of theme specifications. 1.04 DISCl.A1MER ' A. Contractor agrees that shop drawings submittals processed by the An~itect are not change orders; that the purppse of shop drawings submittals by the Contractor is to demar~atriaite to the Architect that the Contractor understands the ' design concept; that they demors;tratie their understanding by indicating which equipment and material they intend to famish and install stet by detailing the fabrication and installation methods they intend to use. ' B. Contractor further agrees that if deviations, d'rscr+epanaes or cxmfticts between shop drawings and Contract Documents are discovered either prior to or after shop drawing submittals are processed Dy the Architect, the Contract Documents ' shall control and be followed. PART 2 -PRODUCTS ' 2.01 SHOP DRAWINGS ' A Prep~iration 1. Preparation by qualifred detailer. ' 2. Identify details by r~ferenoe to sheet and detail numbers shown on Contract Drawings. Oa300-1 r B. Scale Required 1. Unless otherwise speafically directed by the Architect, make all shop drawings accuratey to a scale sufficiently large to show all pertinent features of the items, its method of connection to the Work and the adjacent surfaces or materials. C. Type of Prints Required 1. Submit ail shop drawings to the Architect through the Construction Manager in the form of one black and white prints. Prints shall not exceed ~ by 42 inches. Provide enough copies for the distribution by the Architect to the Owner, Construction Manager, refaced Engineers. Architect, Contractor and Sub Contractors. 2.02 MANUFACTURERS LITERATURE A. Preparation 1. Manufacturers standard schematic drawings: a. Delete information whid~ is not applicable to project. b. Supplement standard information th provide additional information applicable to project. 2. Manufacturers c~rtalog sheets, brochures, diagrams, schedules, performance charts, illusions and other standard descriptive data. a. Clearly mark each caopy to identify pertinent materials, products or models. b. Shaw dimension and clearances required. c. Show performance characteristics and capabilities. ' d. Show wiring diagrams and controls where applicable. B. Number of Copies Required 1. Submit the number of copies which are required to be returned and three blueiines which will be retained by the Architect and Construction Manager. 2. UVhere copies are required for inclusion in closeout documents, submit these in addition to the requirements specified above. 2.03 SAMPLES A. Preparation 1. Office samples sized to ciearty illustn~te: 01300-2 ' a. Functional characteristics of product or materials, with integrally related parts and attachment devices. ' b. Full range of color samples, except when specific color(s) are specified. ' 2. pield samp~s and mock ups, when shown on the Drawings or specified in a particular Section: a. Erect at Project Site at location acceptable to Architect. ' b. Construct each sample or mockup complete, including work of all trades required in finished work. ' c. Remove as directed, unless specific Section allows incorporation in the work after acxeptanoe. B. Accuracy of Sample 7. Unless othennrise speaficaliy directed by the Architect, all samples shall be of the predse article proposed to be furnished. ' C. Number of Samples Required ' 7. Submit all samples in the quantity which is required to be returned plu$ one which will be retained by the Architect. ' 2. After reviow, samples may be used in construction of Project. 2.04 COLORS A. General 1. Unless the precise color and pattern is specifically described in the Contract Documents, whenever a choice of color or pattern is available in a specified product submit accurate color charts and pattern charts to the Architect for their rev~vu and selection. ' B. Comparative Analysis 1. Unless all available colors and patterns have identical costs, identical performance c~aracberistics, and identically suited to the installation, completely describe the relative costs and capabilities of each. 2.05 SUBSTITUTIONS A Architect's Approval Required ' 1. The Contract Is based on the materials, equipment, and methods described in the Contract Documents. ' 01300-3 2. The Architect may, at their discretion, Consider proposals for substitutions of materials, equipment, and methods only when such proposals are a4companied by full and complete technical data and all other information required by the Architect to evaluate the proposed substkution. B. c. 3. Do not substitute materiel, equipment, or methods unless each substitution has begr~ specfically approved for this work by the Architect. Approvals 1. Where the phrase "Approved Substkution", Equal Approved" or simHar verbiage ocxurs in the Contract Docmments, do not assume that material, equipment or methods wr~l be approved as equal by the Architects unless the item has been specifically approved for this work by the Architect. 2. The decision of the Architect strati be final. 3. F~Ch Bidder, Sub Bidder, Manufacturer and Material supplier in submitting a request for substitution agrees that if the proposed material, product or equipment is approved and subsequently used in the Work, the proposer shall assume all costs incurred on account of addi#ional work and change required to incorporate the material, product or equipment into the Work, including all such work and ~ changes performed under other contracts. Each bidder shall inducts sufficient sums in the Bidder's Bid to cover such costs. Availability of Specified Items 1. Verify prior to bidding that all specified fiems will be available in time for installation during orderly and timely progress of the Work. 2 In the event specified item or items will not be so available, so notify the Architect prior to receipt of bids. S. Costs of delays because of iron-availability of specified it~rrs, shall be the responsibility of the Contractor. 2.06 MISCELLANE(JUS A. B. Inspections and Test Reports 7. Classify each as either'~hop Drawing" or "Product Data", depending upon whether report is uniquely prepared for this Project or a standard publication of worlmaanship control testing at point of produc~n; process accordingly. Warranties 1. In addifion to copies desired for each Contractor's use, furnish 2 execwted copies for the Architect's use plus additional copies where required for maintenance manuals. 013004 1 PART 3 -EXECUTION 3.01 COORDINATION OF SUBMITTALS A. General 1. Prior to submittal for Ar+chitect's review, use all mans necessary to fully coordinate ail material, including the following procedures: ' a. Determine and verify dimensions and conditions, catalog numbers, and similar data. ' b. Coordinate as r+equin~d with aU tredes and with all public agencies involved. c. Secure all necessary approvals from public agencies and others; signify by stamp or other means that all required approvals have been obtained. d. Cleerty indicate all deviations from the Contract Documents. ' B. Grouping of Submittals 1. Unless othennrise specifically permitfied by the Architect, make all 1 submittals in groups containing all associated items. 2. The Architect may reject partial submittals as not complying with the provisions of the Contract Documents. ' 3.02 TIMING OF SUBMITTALS A. General 1. Make all submittals for Underground, Mechanical, Electrical Strudurel :' Steel and Joists two (2) weeks after Letter of Intent has been sent. All other submittals are to be submitted within four (4) weeks of Letter of Intent has been sent or as specrfically called for to allow sufficient time for reviews, securing necessary approvals, possible revision and resubmittal, placing orders, coordination with other contractor's work, and securir~ deNvery. ' B. Delays 1. Costs of delays occasioned by tardiness of submittals by the Contractor ' shall be the responsibility of that Contractor. 3.03 IDENTIFICATION OF SUBMITTALS ~' A. General 1. Consecutively number ail submittals. 013005 2. Accompany each submittal with a letter of transmittal, in duplicate, showing the date of transmittal, Specfication Seilion or Drawing Number to which the submittal pertains, brief description of the material subrrirtted, notification of deviations from Contrail and the company name of the originator of the submittal. B. Resubmittals 1. When material is resubmitted for arty reason, transmit under a new letter of transmittal; indicate by reference to previous submittal that this is a resubmitta. 3.04 PROCESSING OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES A B. C. D. Each Subcontractor shall prepare, review and approve each submittal, and then transmit it to the Construction Manager. Upon nsceipt of a submittal from the Contrailor, the Constnx~ion Manager shall review and procs;ed as follows: 1. If submittal is complete and in accordance with the Contract Documents, they will transmit it to the Architeil. 2. In the case of Structural, Mechanical or Electrical $hpp drawings or pnxluil data, the Construilion Manager, shall transmit the submittal directly to the Consultant and send a copy of the letter of transmittal to the Architect. . 3. If the submittal is incomplete or not in acxordance with the Contract Documents, the Construction Manager shall return it to the Contractor for resubmission. The Construilion Manager shall send a copy of the letter of transmittal to the Architect. Upon receipt of a submittal from the Cot~stn~ction Manager, the Architect shall review, stamp, initial, and date each submittal. 1. "APPROVED": Upon n3ceipt of a submittal from the Construilion Manager, the Arch'rteil shall review, stamp, initial, and date each submittal. 2. "APPROVED WITH CORRECTIONS NOTED": Upon receipt of a submittal from the Construilion Manager, the Architeil shall review, stamp, initial, and date each submittal. 3. "NOT APPROVED": Upon receipt of a submittal from the Construction Manager, the Architeil shall review, stamp, initial, and date each submittal. Upon receipt of a submittal from the Construilion Manager, the Consultant small review and forwarr! each submittal as follows: 01300-6 ' 1. If the submittal is acxeptable, the Consultant shall stamp, ' n, date, and forward it to the Architect for their review as describedin Paragraph 8.04.C. 2. If major oon+ec~ions are required or the submittal is an unacceptable, the Consultant shall irrdicalte the objections, return the submittal to the Contractor through the Constn~ction Manager, and send a copy of the submittal th the Architect so that they ere aware of the reasons for the Consultant's actiorw. The Contractor shall correct and resubmit as specified herein. 1 E. When a submittal is netumed by the Architect and resubmittal is not required the Construction Manager shall: 1. Review submitta! for Architects/Consultant's wmments and take ' appropriate action indicated. 2. Coordinate fiekt verifications not possible during earlier review described in Paragraph 3.01A 3. Distribute submittal as speafied in Article 3.05. 3.05 DISTRIBUTION 1 A. The Contractor shaA distribute reproductions of shop drawings to the following: 1. Contractor who prepares submittal (verity number of oop~s required). ' 2. Job site file. 3. Other affected Contractors. ' 4. Suppliers or fabricators. B. The Construction Manager shall retain the processed shop drawings for the record. C. Distribute samples and copies of product data which cany the Architect's review stamp as directed by the Architect. .' 3.06 COMMENCEMENT OF WORK A. The manufacture or cor>$truction of any pieces of equipment, device, or other item for which shop drawings, product data, or samples are required to be furnished, shall not commence prior to complete processing of the appropriate submittal. B. Any Contractor who proceeds without a submittal bearing the Ar+chitect's stamp _' does so at their own risk. Architect shall maintain the right to reject work or materials provided without proper prior submittal. ~~' END OF SECTION ' 01300-7 DMSION 1-GENERAL REQUIREMENTS SECTION 01500 -CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS BID PACKAGE 2 -COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 DESCRIPTION A. Construction Manager shall provide the following temporary facilities and controls for the Work: 1. Field office fbr the Construction Manager pen;onnel. 2. Sanitary facilities. 3. Temporery 200 amp service with 6 plugs on 41~ Avenue power pole. ' 8. Contractors shall provide temporary facilfties and controls needed for the Work including, but not necessarily limited to: 1. Temporary utilities such as heat, water, electricity, phone. 2. Enclosures such as tarpaulins and canopies. 3. Provisions for storage. 4. Construction aids and equipment. 5. Barriers. 6. Protiection. 7. Site water control and dewatering. ' 8. Cleaning during the work. 9. Refuse containers and deposal. 10. Temporary fadlity removal. 11. Hoisting. 1.02 DEFINITIONS A. Substantial Ecclosure: When the exterior walls are substantially complete, the roof system is substantially complete, exterior openings are temporarily closed and temporary doors are installed, the building, or portion thereof, shall be ' deemed by the Construction Manager to have reached "Substantial Enclosure". 1.03 TEMPORARY LIGHTING AND POWER A. Temporary Lighting: There is a 200 amp service at the power pole on 41~ Avenue. Each contractor is responsible for additional service until the electrical contractor in Bid Package 3 can provide additional service. ' B. The Electrical Contractor shall maintain and remove temporary service for light and power required in construction for all trades until permanent system is in operation. 1. Temporary Service; Bring iMo new building temporary service arranged ' to senre the lighting and power requirements for the project. Electrical Contractor to supply 200 amp service. 2. Temporary Lighting: a. Provide at least one (1) 200 watt incandescent lamp, or the equivalent lighting, for each 525 sq. ft. of floor area with at least one tight in each room. Provide additional lights in corridors and stairwells as necessary to prprride adequate illumination. Furnish 01500-1 all light bulbs for the temporary lighting system throughout the duration of the project. B. C. D. b. Provide maintenance service for all temporary lighting facilities including lamps during regular working hours. Each Contractor shall negotiate with Electrical Contractor for all costs for distribution, connection and increased service size and systems required in e~acess of that specked. The Owner wNl pay for the electrical current used for temporary power. All temporary lighting and power shall comply with all applicable Federal, State, and Local codes and regulations and with utility company requirements. 3, Temporary Power -will be bid in Bid Package 3. a. Distribute G.F.1. power and maintain 20 amp outlets, so located to permit any part of Work to be reached with an extension coed not longer than 100 feet. This can be accomplished by assuring G.F.I. breakers or outlets at designated locations. b. Provide and maintain service in excess of that specified above at the request of other Contractors and Subcontractors. This cost is paid for by the contractor r+equesttng the service. c. Provide and maintain power to the construction office once moved into the building. ' 4. As soon as the permanent power and lighting systems can be safely energized as determined by the Construction Manager, they may be used ' for temporary Itght and power, subject to the following conditions: a. The systems are restored to original condition as required th ' comply with the Specification requtremerrts and warranty period. b. Permanent power and lighting systems shall be utilized during the ' construction without commencement of material of fixture warranties. c. The electrical contractor shall provide and maintain service ~ ' needed for building temporary heat. d. Each Contractor shall famish and maintain portable cords, lamps ' and connectors for the above-described temporary faalittes in order to complete Contractor's work. Each Contractor may be required to supply their own electrical power, i.e. portable ' generator, until footings and foundation walls are installed. e. Each Contractor shall reimburse Electrical Contractor for all costs ' for distribution, connection and increased service size and systems required in excess of that speciFed above. f. Each Contractor shalt provide supplemental fighting for their Work ' 01500-2 t when natural lighting is not adequate. g. If arty Contractor requires additional temporary power or lighting, they shah provide it as part of the base t~id. h. The Owner will pay for the electrical current used for temporary power. i. Ail temporary lighting and power shall comply with aH applicable Federal, State, and Local codes and regulation and with utility company requiremerrts. j. Electrical contractor to test all cords as required by OSHA and color cede cords required or destroy cords as needed. 1.0~ TEMPORARY HEATING AND VENTILATING A. Prior to substantial enclosure: 1. Temporary enclosures for the contractors work, i.e, concrete, brick and masonry work, fuel and equipment necessary for hearing materials incorporated in the Work and for protection of the Work is the responsibility of the party performing the work. . 2. Fuel, equipment and method of heating shall be satisfactory to the authorities having jurydiction. See requirements in technical Speaflcations for environmental condit'wns to be maintained. 3. The concrete contractor will be responsible to supply and install insulated blankets to keep the ground from freezing and protecting slabs from freezing and as required in the specific ions. B. Alter substantial encbsure: 1. The Owner shall provide sufficient temporary heating as required for finishes. 2. The Owner sha11 provide temporary ventilation as required to eliminate condensation, dry out the Work, and to allow the Work to proceed. 3. The Owner shall provide fuel for temporary heat. 4. Under no circumstances shaii any item of air handling equipment be operated without Construction Manager and Owner permission for temporary heat or ventilaton place. ff the unit is used before construction is completed, the filters shall be replaced as needed and before the building is accepted by the owner at no cost to Owner. This set of filters shall not be considered as the spare set of filters specified. 5. The temporary heating system shall comply with all applicable federal, state and local codes and regulations and with utility company requirements. 1.05 WATER 01500-3 A. Each contractor is responsible to provide their own water until the plumber can supply the service. Each oontrador is responsble to provide their own hoses, barrels, etc. as rts~ulred for water usage. The Plumbing Trade Contractor shall maintain water at ail times for use by all trade contractors. 1.06 FIELD OFFICE AND TELEPHONE A. The Corwtruction Manager shall provide an on-site construction office, (i.e. existing space) for the tee of the Owner, Architect, and themselves. Limited use of these facilities will be offered to Contractors. B. Contractors requiring field offices and telephones will need to coordinate location of office with the Construction Manager. C. It will be each Contractors responsibility to arrange and pay for telephone s@Nlce. D. All Contrator electrical and telephone connections to on-site construction office trailers shall be accomplished without overhead wiring. 1.07 TOILET FACILITIES A. The Construction Manager will arrange for temporary toilet facilities for Contractor use. The contractors will not use any of the Owner's public or private ~' faalities. 1.08 DUST AND FUME PROTECTION ~ ' A. Each c~rttractor shall provide and maintain a protection ~ may be required to prevent dust and/or fumes from migrating. Each contractor is also responsible ; for cleaning areas that have been contaminated be contractor actions, i.e. finished areas. 1.Og WEATHER PROTECTION ~ , A. Each Contractor shall provide and maintain protection as may be required to complete his work in accordance wkh the Constnxtion Schedule until such time ' that substantial enclosure is obtained as defined in 1.02 of this Section. This shall include protective coverings and enclosures, heaters, fuel, required attendarrts, and rerrroval upon completion as specified. ' B. CH2-03-1 shall provide, maintain and remove the following dthms. ff required by project conditions. ' 1. Use plywood and mark for temporary enclosed openings. Use plywood and mark the floor openings and protect floor ends until masonry ' contractor has walls up past 42". 2. Tempon~ry plywood doors at designated building entrances, as it relates ' to concrete openings, i.e. Stair C. 3. Contractors requiring the removal of temporary endosures to perform their Work shall be responsible for removal and replacement immediately ' 01500-4 ' upon completion of work in that area. 4. CIi2-03.1 Concrete Contractor to supply temporary ladder and/or stair ' and fall protection barricades at all stair openings. C. Each Contractor shag be responsible for properly cxnrering and protecting finish work and removal and leaning of snow and ice from work surFaoes unto the date ' ofi Substantial Completion for their contract. D. Each Contrad~.or shall arrange for snow removal for their work. REMOV L 1.10 A A. Each Contractor shall completely remove their own temporary materials and ' equipment when their use is no longer r~equir+ed. B. Each Contractor shall dean and repair damage they have caused by temporary ' installations or use of temporary faaNtiea. t C. Each Contractor shall restore existing facilities they have used for temporary services to their s edfied or original condition p . ' END OF SECTION 1 1 01500.5 1 DIVISION 1-GENERAL REQUIREMENTS SECTION Q1S18 - DEWATERING -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 SURFACE WATER ' A. Bid Division CH1-02-1 shah excavate, grade and level the project in a manner which will reduce the entrapmerrt of surface runoff of precipitation to a minimum. Where excavations retain preapitation due fio their configurations, Bid Derision ' CH1-02 1 shall provide and maintain the necessary deNratering equipment. He shall pay aN fuel and mairrtenance . 1 1 1 B. Excavations by other Trade Contractors work which become flooded by surface runoff shall be dewatered by that Trade Contractor who is doing the work C. Dewatering methods shall be designated to discharge the water in a manner consistent with local regulation. Water shall not be discharged across neighboring lands. Review dewafiering plans with the Architect and Owner. 1.02 GROUND WATER A. Bid Division CH1-03x1 shall be responsible for the removal of ground water which enthrs the excavated areas ~ necessary. B. Others who require excavations below this level shad provide their own dewatering. C. Refer to the soil exploration report. Ground water levels are subject to fluctuation due th weather seasons of the year and other natural causes. END OF SECTION 01513-1 1 ' DIVISION 1-GENERAL REQUIREMENTS SECTION 0'1520 -SAFETY -.BID PACKAGE 2 ' COLUNABIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION A. Safety is the responsibility of each individual Contracta: Each Contractor shah comply with aN local safety ord'rnanoss and OSHA regulations and requirements while performing the Work B. Each Contractor re required to submit bound Material Safety Data Sheets (MSDS) to the Construction Manager, to be used for ref®rence only, Prior to transporting the material/chemical on site. In addition, it is the responsibility of each Contractor to mainrtain an accessible MSDS file for their employees, ~' subcontrecbors, sub-subcontractors, and suppNers that are on site. C. Each Contractor shall submit evidence of an Employer Safety Program that complies with current OSHA regulations and requirements prior to beginning any ' contract Work. D. The Contractor and their Subcarrfiactor(s), Sub-subcontractor(s), and suppliers ' shall take alt necessary precautions to ensure the safety of the public and of workers on the job, and to prevent acxidents or injury to any persons, on, about, or adjacent to the premises where the Work is being performed. The Contractor ' and their Subcontractors, Sub-subcontractor(s), and suppliers shall comply with Federal or State OSHA regulations and aN other laws, codes, ordinances, and regulations re to safety and the prevention of acadents. ' E. The Contractor shall designate a responsible representative at the job site as a Safety Repre~ntative who shall be responsible for the promotion of safety and prevention of accidents, and shalt enforce all applicable laws, ordinances, codes, rotes, regulations and standards pertaining to safety and prevention of socidents. F. Trade Contractor CH2~03-1 Cona~e, Rough Carpentry will be responsible to install aN barricades, protection and maintenance at staircases, waN edges, window openings as it pertains to concrete, wall openings, floor openings. During construction where a floor aroma is exposed install and matntafn barricades until ' walla go up. Install and maintain temporary ladder to aN stair areas including rrteaanine. Supply and install fee extinguishers throughout the project. Trade Contractor CH2-t~-1 Stnictural Steel, MisceNaneous Metals is responsible for their own protection. ' Each trade contractor is required to install barricades, protection and fire extinguishers as needed to protect the worker and keep the building watertight. Also, to help maintain existing barricades when protection is taken down during ' your operations. G. To promote a safe site Minnesota OSIiA has partnered with us to pertorm cOnsultaticros on a quarterly or as n~ded basis. ' ~ # ~ ~~~ I3 j ~ END OF SECTIGN Modification tD part 1.01 Description, F. Add at the end of the first paragraph: For OSHA protection. Enclose ,~ and maintain all openings in concxete basement doors, walls, and ceiling. Enclosures to be framed and'/s" ' plywood door installed at openings 024C and 005. ' DMSION 1-GENERAL REQUIREMENT8 SECTION 01530 -CONSTRUCTION FENCE -181D PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 GENERAL t A. The requirements in this section are intended to establish and maintain the minimum fence work to be inducted in the project. Bid Division CH1-02-1 shall review the project and establish the degree of control by er+ec~ing the construction t fence and gates. 1.02 CONSTRUCTION FENCE ' A. Atl oontrac~ors are required to help maintain the cansttudion fence and gates. END OF SECTION 1 .. 01530-1 DIVISION 1-GENERAL REQUIREMENTS ' SECTION 01545 -PROTECTION OF COMPLETED WORK -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER ' 1.01 DESCRIPTION A. Contractors shall consider protection of the finish work of prime importance. Care shall be taken by contractors not to damage completed work of other contractors, and to provide adequate protection for their own completed work. ' B. When moving men and/or materials across fbors, grades. roofs or other vulnerable surfaces and through existing areas, the contractor doing the moving ' shall provide adequate surface protection to prevent damage to existing surfaces. ' END OF SECTION i 1 1 01545-1 ., DIVISION 1-GENERAL REQUIREMENTS SECTION 07570 -TRAFFIC, ENVIRONMENTAL AND SAFETY PROTECTION BID PACKAGE 2 -COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION A. Each Contractor shall be responsible to maintain traffic, ernironmental and safety protection rules, regulations and measures as requin:d by the EPA, OSIiA and other state and bcal goveming agencies. 1.02 TRAFFIC PROTECTION A. The Contractor shall arrange for flagmen, barricades, etc. to maintain proper traffic fbw if required by the Contractors operations. B. The Contrador shall be responsible for any street closures or traffic control devices required to complete the contract work. 1.03 ENVIRONMENTAL AND SAFETY PROTECTION A. Contractors shall complete the work in the most expeditious manner with the least disruption to traffic, environmental and existing school. Equipment shall have proper mufflers, bade up warning alarms and all other safety features as required for safe operation. B. Contractors shall take all necessary steps required to protect the Owner's staff, employees, visitors, public and surrounding buildings while completing the work. C. Each Contractor shall conform to all ernironmental regulations and laws established by the EPA and other state and local governing agendas. END OF SECTION 1 01570-1 DMSION 1-GENERAL REQUIREMENTS SECTION 01580 -PROJECT SIGNS -BID PACKAGE 2 COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION ' A. The Construction Manager shall provide one general information sign displaying the name of the Project, Owner, Architect and Construction AAanager. ' B. The Construction Manager wiA provide temporary on-site informational signs: 1. As required by codes, taws and regulatory agencies. ' 2. To identify key elements of the construction facilities as instructed by Owner or Construction Manager. C. No other sins other than kientification signs on oftic;es, shall be displayed by any Contractor. D. Contractors shall provide their own safety signs as required to be in oomplianoe with safety rules and good practice. END OF SECTION 1 ii 1 01580-7 ' DIVISION 1-GENERAL REQUIREAAENTS SECTION 01600 - ARTERIAL AND EQUIPMENT -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 NEW MATERIAL AND EQUIPMENT ' A. Material and equipment incorporated into the Work shall: 1. Conform to applicable specifications and standards. 2. Comply with sizes, makes, types and qualities specified or as specfically approved in wrfing by the Architect/Engineer. ' B. Manufactured and Fabricated Products: ' 1. Design, fabricate and assemble in accord with the best engineering aril shop practices. ' 2. Manufacture like parts of duplicate units to standard sizes and gauges, to be infierchangeable. ' 3. Two or more items of the same kind shall be identical by the same manufacturer. 4. Products shall be suitable for service conditions. ' S. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are spe~cally approved in writing by the Architect/Eng'u~eer. C. Do not use material or equipment for any purpose other than that for which it is ' designed or is speafied. 1.02 MANUFACTURER'S INSTRUCTIONS ' A. When the Contract Documents require that installation comply with manufacturers' printed instructions, obtain and distribute copies - of such instructions to parties involved in the installation, including two copies to the Architect/Engineer. B. Maintain one set of complete instructions at the site during installation, until completion. C. Handle, install, connect, clean, condition and adjust products in strict accord with ' such instructions and inconformity with specified requirements. 1. Should job conditions or specified requirements conflict with ' manufacturer's instructions, consult with the Project Team for further instructions. ' 2. Do not proceed with such Work without clear instructions 01600-1 D. Perform Work in accord with manuFacturer's instn~ctions. Do not omit any preparatory step or installation procedure unless specificaAy modified or exempted by the Contract Documents. E. Finish contractor shall anticipate floor and wall prep to bring surfaces up to finish standard and meet manufailurers specification section requirements 1 03 TRANSPORTATION AND HANDLING A. Arrange dernreries of products in accordance with the Short Term Construction Ailivities Plan. Coordinate to avoid conflict with Work and conditions at the site 1. Deliver products in undamaged condition, in manufacturers' original corrtainers or packaging, and with Identifying labels intact and legible. 2. Immediately upon delivery, inspect shipments to assure compliance with the requirements of the Contrail Documents and approved submittals, and to assure that products are properly protected and undamaged. B. Provide equipment and personnel to handle products by methods which will prevent soiling or damage to products or packaging. 1.04 STORAGE AND PROTECTION A. Store products in accord with manufacturers' inspections, with seals and labels intact and legible. , 1. Store produils subject to damage by the elements in weather tight enclosures. ~ 2. Maintain temperature and humidity within the ranges required by manufacturers' instructions. B. Arrar~e storage in a manner to provide easy aoc~s for inspection. Make periodic inspections of stored produils to assure that the products are maintained under specified conditions, and are free from damage or deterioration. C. Protection After Installation: 1. Provide substantial coverings as necessary th protect installed products from damage from tn~ffic and subsequent construction operations. Remove the coverings when they no longer are needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS A. Produils List: 1. Before commenting Work, submit to the Project Team a complete list of major products proposed to be used, with manufacturers' and suppliers' names, product names, model numbers, and, where applicable, names of installing subcontractors. 01600-2 B. Contr'actor's Options 1. For products specified only by refer~enoe standard, select any product meeting that standard. 2. For products speafied by naming several products or manufacturers, select any one of the products or manufacturers named, which complied with the speafications. 3. For products specified by naming one or more products or manufacturers and "or equal", Contractors must submit requests for substitutions for any product or manufacturer not specifically named. 4. For products specified by naming only one product and manufacturer, there is no option. C. Substitutions: 1. There are no substitutions. END OF SECTION 01600-3 ' DMSION 7 -GENERAL REQUIRElAENTS SECTION 07610 -ACCESS, DELIVERY 8 STORAGE -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 ACCESS A. Contractor vehicle paricing and location of field offices and storage trailers require prior approval of the C~onstr~ktion Manager. 1.02 DELIVERY AND STORAGE A. Contractors receiving deliveries to the site shall request a 24-hour notice of ' delivery from suppl~rs. Contractors receiving deliveries shall ensure that their personnel are at the site to receive deliveries and properly store same. ' B. Bidders of Divisions for supply only divisions shall give 48 hour notice to the Constnu~ion Manager so proper arrangements can be made for unloading. C. Any Contractors or Bid Division suppliers not giving proper notice shall.reimburse the Contractors at the site or be backd~arged accordingly for unloading and storage of said materials. 1 D, All Contractors shall limit storage of materials In the building. Delivery of material shall not be made to the project site until the job progress permits delivery and the schedule calls for it. E. All storage areas and locatior~ require prior approval from the Constnution Manager. F. Each Contractor shall move any stored material or equipment under their control, as directed by Construction Manager, when it interferes with the operation ofi the Owner or other Contractors at no additional cost to the Owner, Construction Manager or other Contractors. G. Contractors shall obtain and pay for additional storage and work areas needed for operations. 1.03 PROJECT ADDRESS A. The project address for deliveries is: City of Columbia Heights Public Safety Cenfier 825 - 41 ~ Avenue NE Columbia Heights, MN 55421 END OF SECTION 01610-1 ' DMSION 1-GENERAL REQUIREIISENTS SECTION 01700 -CONTRACT CLOSE-0UT -BID PACKAGE 2 ' COLUIINBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION ' A. Each contractor shah comply with requirements stated in the Contract Documents for procedures in dosing out the Work. 1.02 SUBSTANTIAL COMPLETION AND FINAL INSPECTION PROCEDURE A. The procedure for substantial completion and final inspection as outlined in ' Section 00700, Amide 9 shall be followed. B. Each Contractor shall be allowed thirty (30) calendar days from the date of receipt of the Architect's inspection report to complete the items on both their list of items to be completed or corrected and the Architect's inspection report. Contractors failing th perform in accord with these time paremeters will be subject to the ' provisions of the General Condfions, and the Owner will have the right to carry out the Work in need of comec~ion and/or completion, the cost of which will be deducted from the Contracta's contract amount. C. By the act of signirwg the Certificath of Substantial Completion prepared by the Construction Manager and or Architect, the Contractor represents that they have: ' 1. Reviewed the Contract Dxuments, 2. Inspected their Work for compliance with the Contract Documents, ' 3. Completed their Work in acxorr! with the Contact Documents, and all pertinent submittals. ' D. They further represent that: ' 1. Equipment and systems have been tested in the presence of the Owner's representative and are operational, ' 2. Their Work is completed and ready for final inspection. 1.03 CONTRACTORS CLOSE-0UT SUBMITTALS ' A. Upon Substantial Completion, the Contractor shall submit the folk~nring to the Owner through the Construction Manager: ' 1. Evidence of compliance with nsauirements of governing authorities, inducting Certficates of Inspection, 2. Warranties and Bonds, 3. AIA Document G706 -Contractor's Affidavit of Payment of Debts and .' Claims, 01700-1 4. AIA Document G706A -Contractor's Affidavit of Release of Liens, 5. AIA Document G707 -Consent of Surety to Fnal Payment, 6. AW Document G704 -Certification of Substantial Completion, 5. Record Drawings 7. All test reports, material certifications, etc as required by the Health Department, City Officials, etc. as specified in the Contract Documents, 8. Completed and certified Form IC-134, Withholding Affidavit for Contractors, 9. Affidavit of Compliance with Prevailing Wage Rate Determination. 1.04 OWNER INSTRUCTION AND TRAINING A. Each Contractor shall instruct the Owner or Owner's des~na~d staff in the proper operation, use and maintenance of all materials, finishes, equipment arid systems installed or furnished by the Contractor. B. Operating and Maintenance Manuals. Prior to Substantial Completion of the Work, submit Operating and Maintenance Manuals for the equipment to the Architect through the Construction Mar~ger. Submit 2 copies, unless othennnse specified. The manuals shall be neatly edited with similar equipment grouped, pages tabbed and indexed. AU material shall be printed or typewritten, and individual pages shall be set into plastic page covers. The manuals shall contain the following information. 1. Complete operating instructions and recommendations for the type of fuel and other materials to be used in or with the item. 2. Manufacturer's complete data sheets 3. Complete cleaning instruction includir~ recommended deaning materials. 4. Complete lubrication data and schedules 5. Maintenance dam, repair and adjustment data including manufacturer's instructions. 6. Parts list with numbers, recommended parts to stock and nearest parts depot and serv'~ce organaation. 7. Assembly drawings, wiring diagrams, mechanical diagrams and installation diagrams and instructions. Spedal Tools. Provide spedal tools normally furnished with equipment which are required for main~nanoe purposes such as wrend~es for door dosers. o~ 7oa2 C. Owner instruction and training will be scheduled by the Construction Manager. ' Contractors will have all subcontractor representatives and factory and equipment supplier representatives present at these meetings as required to pn~vide complete operating and maintenance instructions. ' D. Refer to individual sections of the Work for additional operating and maintenance instruction requirements. 1.05 REBATES A. All utilityy rebates are to be fumed over to the Oamer: Each Contn~ctor shall supply ' the Owner with the necessary information and assist the Owner in obtaining rebates, ' 1.06 FINAL APPLICATION FOR PAYMENT . A Each Contractor shall submit the final AppCication for Payment in accord with the ' procedures and requiremerrts stated in the General Conditions. END OF SECTION 1 1 1 ' 01700-3 ., DMSION 1-GENERAL REQUIREMENTS ' SECTION 01710 - DUMPSTERS, CLEAN-UP, CLFJWING AND FINAL CLEAN~JP BID PACKAGE 2 -COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION A. Each contractor shaA remove, dispose, clean and maintain the buildir~s and site during the progress of their work, and at the completion of their Work, so the Owner can do a weekly rough sweep of the site. ' B. Each Corrtrac.~tor shall be responsible for their portion of final leaning requirements. ' 1.02 DISPOSAL REQUIREMENTS ' A. Each Bid Division Contractor will be responsible for clean up of his and his subcontractors debris, rubbish, containers, overspray, and other similar items resulting from his operation on a daily basis. ' B. Each Bki Division Contractor will be responsible to relocate material as the Construction Manager requires. ' C. Conduct leaning and disposal operations to comply with codes, oniinancars, regulations, and anti-pollution laws. D. Failure by the Contractor to lean up properly and remove material off~ite will ' result in one or more of the following actions: ' 1. The Construction Manager will dean up Contractor's debris and backcharge the Contractor for the work involved . 2. Whatever other action(s) the Construction Manager deems necessary to insure that the project is kept safe and dean. E. Each Contractor is responsible for providing their own trash containers and/or dumpsters. Each Contractor shall provide regular timely monitoring of the containers and/or dumpsters to maintain appropriate Oming of removal, hauling, disposal and replacement aF dumpsters. ' PART 2 PRODUCTS AND EQUIPMENT 1.01 CLEANING~PRODUCTS 8 EQUIPMENT A. Use only those leaning materials that will not create hazards to health or properly, and which will not damage surfaces. ' B. Use only those leaning material and methods necmmmended by the manufacturer of the surface material to be~deaned. C. Use leaning materials only on surfaces n:comrnerxied by the leaning material manufacturer. ;' D. Each Contractor shall provide their awn leaning equipment. Q1710-1 ., E. Each Contractor shalt cooperate with the Owner, the Construction Manager and ' the refuse hauler regarding clean-up. PART 3 EXECUTION ' 3.01 HOUSEKEEPING AND CLEAN-UP A. Each Contractor shall execute periodic housekeeping tD keep their Work, the arts ' and adjacent properties free from accumulations of waste materials, rubbtsh and windblovm debris, resulting from oorwtnnx~ion operations. B. Each Contractor is financially responsible for their own dearwp operations. ' Clean-up must be timely as well as thorough in onier to meet safety regulations and permit other Contractors to perform without hindrance from dirt and debris. ' The Constnu:hon Manager will coordinate project housekeeping, and take appropriate steps to maintain clean working conditions. Contractors failing to meet housekeeping requirements will be backcharged for services arranged by ' the Construction Manager. C. Each Contractor shall retain stored items in an orclerly arrangement allowing , maximum access, not impeding traffic or drainage, and provid'mg required protection of materials. D. At least weekly, and more often ff necessary, completey remove all scrap, debris ' and waste material from site. 3.02 DUST CONTROL ' A. Schedule open~tions so that dust and other contaminants resulting from contractor's activities will not adversely affect the work of others. ' 3.03 FINAL CLEANING A. Each Contractor shall remove alt debris from the finished building and arts. ~' B. The Owner shall perform final building dean-up. C. Prior to final completion or Owner ocxupancy, each active Contractor shall ' conduct an inspection of exposed irrterior and exterior surfaces and all Work areas, to verify that the entire Project is clan. ' E. Prior to completion of the Work and prior to the final inspection comply with the following: ' 1. Remove from the job site alt tools, surplus materials, equipment, machinery, scrap, debr~, and waste. , 2. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains, and foreign substances; and polish transparent and glossy ' surfaces. Clean equipment and fixtures to a sanitary condition. 3. Remove waste and surplus materials, rubbish, and construction facilities for the Project and from the Site. ' 01710-2 1 1 1 1 F. Exterior and Site Final Cleaning 1. inspect all exterior surfaces and remove all traces of soil, waste materials, smudges, and any other foreign matter. 2. Remove all splashed materials from adjacent surfaces. 3. In the event of stubborn stains not removable with water, the Arch~ect may require light sandblasting or other cleaning at no cost to the Owner. G. Interior Final Cleaning 1. Inspect all interior surtaces and remove all traces of soil, waste materials, smudges, and otherforeign matter. 2. Remove all splashed materials from adjacent surfaces. 3. Remove paint droppings, stains, spots, and dirt from finished surfaces. H. Clean glass inside and out. J. Plumbing, Heating, Ventilation Final Cleaning I. Surfaces requiring routine appl'~ation of buffed polish, apply the polish recommended by the manufacturer of the material being polished. 1. Plumbing fixtures shall be sterilized, washed and leaned. 2. Unit ventilators, radiation, cornectors, registers and grilles and other mechanical vuork in finished spaces shall be washed, vacuumed, dusted and otherwise leaned as necessary to remove all stains, dust, and dirt. 3. Filters for air handling equipment shall be replaced or thoroughly leaned acxor+ding to the manufacturer's instructions. K. Electrical Equipreent and Light Fixtures Final Cleanir~ 1. Electrical devices, switches, outlets, lenses and grilles, factures, bulbs, ' and other electrical equipment in finished spaces shall be washed, vacuumed, dusted and otherwise cleaned as necessary to remove all stains, fingerprints, dust and dirt. 2. All burned out lamps shall be replaced. 3.04 CLEANING DURING OWNER'S OCCUPANCY ' Should the Owner occupy the Work or any portion of the Work prior to its completion by . the ContradAr and acceptance of the Owner, responsibilities for interim and final ' cleaning shall be as determined by the Constriction Manager in acxordance with the General Conditions of the Contract. ' END OF SECTION 01710-3 1 DNISION 7 -GENERAL REQUIREAAENTS SECTION 01720 -RECORD DOCUMENTS -BID PACKAGE 2 ' COLUMBIA HEIGHTS PUBLIC SAFETY CENTER 1.01 DESCRIPTION A. The Constnx~ion Manager will maintain a set of Record Documents at the site induding the following: 1 1 1 1. Dn~wings 2. Spedfications 3. Addenda 4. Change Order and other Modifications to the Contrails 5. Written Instruilions 6. Approved Shop Drawings 7. Produil Data and Samples 8. Reid Tell Records 9. Constriction Photographs 1.02 RECORD DRAWINGS A. During the course of oflnstruilion, each Contrador shall record any and all installation information that differs in size, dimension or type from that shown on the Construction Documens on a single set of construilion documents which are to be fumed over to the Constrvilion Manager to serve the purpose of compiling as-built drawings. 1.03 SUBMITTAL A. At Contrail dose-out, and as a condition of final payment, each Contractor shall deliver Record Documents, as indicated in 1.02A above, in neat, dean and dry condition, to the Construction Manager, for deYvery to the Owner. B. Eadt Contrailor shall accompany his Reconi Document sutxriittal with a transmittal letter in duplicate, containing: 1. Date 2. Project des nation 3. Contrailors name and address 4. Bid Division name and number 5. Titre and number of each Record Document 6. Signature of Corrtrailor or his authorised represerrtative END OF SECTION 0120-1 ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' SECTION 033000 CAST-IN-PLACE CONCRETE PART 1-GENERAL ' 1.1 SUMMARY A. Section Includes: 1. Cast in-place concrete, including reinforcement, concrete materials, miocture design, ' placement procedures, and finches. 1.2 SUBMITTALS A. Product Data: For each type of product ind'x~ted. B. Design Mixtures: For each concrete mixture. ' C. Shop Drawings: For steel reinforcement 1. Include placing drawings that detail fabrication, bending, and placement. Include bar s'¢es, lengths, material, grade, bar schedule, stirrup spacing, bent bar diagrams, and splices for concrete reinforcement. D. Mafierial test reports and certificetes. 1 1.3 A QUALITY ASSURANCE ufa M t ti i d i Q lifi C f t ri in d d . an urer c ua ca ons: ompany exper ence n manu ac u ng rea ure y- concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment. ' 1. Manufacturer certified per NRMCA's "Certfication of Ready Mixed Concrete Production Facilities " ' B. ACI Publications: Comply with the following unless modified by requirements in Contract Documents: 1. ACI 301, "Specification for Structural Concrete." Sections 1 through 5. 2. ACI 117, "Specificationsfor Tolerenoes for Concrete Construction and Material." PART 2 -PRODUCTS ' 2.1 FORM-FACING MATERIALS A. Rough-Fom~ed Finished Concrete: Plywood, lumber, metal, or ancther approved material. Provide lumber dressed on at least 2 edges and one side for tight fd. B. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concxete and other superimposed loads. ' C. Form-Release Agent: Commercially formulated fomn-relcese agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate fomr-release agent with rust inhibitor for steel form-facing materials. ' D. Form Ties: Factory-fabricated, removable or snap-off metal orglass-fiberreinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spelling of concrete on removal . 1. Furnish units that wiR leave no corrodible metal cbser than 1 inch to plane of exposed •~ concrete surface. FOOTING-FOUNDATION PACKAGE 033000-1 OF 7 CAST-IN-PLACE CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 2. Furnish ties that, when removed, will leave holes not larger than 1 inch in diameter in concrete surface. 3. Fum~h ties with integrel water-banter plates to walls indicated to receive dampproofing or waterproofing. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A615JA615M. Grede 60, deformed. 1. Epoocy-Coated Reinforcing Bars: ASTM A775/A775M, epoxy coated, with less than 2 percent damaged crating in each 12 incxt bar length. B. Plain~teel Welded Wire Reinforement: ASTM A185, plain, fabricated from as-dm~wn steN wire into fiat sheets. C. Deformed-Steel Welded Wire Reirtforoement: ASTM A497, flat sheet. D. Epcory-Coated Welded Wire Reir~forcerrrent: ASTM A884/A884M, Class A coated, Type 1, plain steel. E. Bar Supports: Borers, chairs, spacers, and other devioas for spacing, supporting, and fastening reinforang bars and welded wire reinforcement. in place. Manufacture bar supports from steel wire, plastic, or precast concxete per CRSI's "Manual of Standard lsractice." ~ ,~ ~ ~C;~3 ~~8' 2.3 REINFORCEMENT ACCESSORIES Clarification to cart 2.2, paragraphs B, C and D; welded wire mesh must arrive to the site in flat sheets. No rolled sheets will be allowed. A. Joint Dowel Bars: ASTM A615/A615M~ Grade ~i,. plain-steel bars, cut bars true to lend. ll~~>3 .. . square and free of burrs. Provide where dowel bars are required unless indicated otherwise. B. Epoory-Coated Jo6~t Dowel Bars: ASTM A615/A615M, Grade 80, plaint bars, ASTM A775JA775M epoxy coated at floor slabs and exterior retaining walls. 2.4 CONCRETE MATERIALS A. Cementitious Material: Use the following cemeMitious materials, of same type,, brand, and source, throughout Project: 1. Portland Cement: ASTM C150, Type I. a. Fly ash: ASTM C618, Class C. b. Ground Granulated Blast-Furnace Slag: ASTM C989, Grade 100 or 120. B. Nomnal-Weight Aggregates: ASTM C33, graded, as indicted on Drawings. 1. Fine Aggregate: Free of materials with deleterious reactivityr to alkali in cement. C. Water. ASTM C94/C94M and potable. D. Air-Entraining Admixture: ASTM C260. E. Chemical Admixtures: Provide admixtures certified by manufacturer th be compatible with other admixtures and that will not contribute wafter-soluble chloriide ions exceeding those permitted in hardened c~rxxete. Do not use calcium chloride or admixtures containing ca~ium chloride. 1. Water-Reducing Admixture: ASTM C4941C494M, Type A. F. Synthetic Fiber: Monofilament or fibrifiated polypropylene fibers engineered and designed for tae in concrete pavement, complying with ASTM C1116, Type 111,112 to 1-1/2 inches bng. 2.5 VAPOR RETARDERS A Vapor Retarder. Extruded polyolefin membrane ASTM E 1745, Class A, ACI 302.1R-96. Include manufacturer's recommended adhesive or pressure~serts'itive tape. 1. Water Vapor Permeanace: Minimum 0.012 perms per ASTM E96 and ASTM F1249. 2 Tensile Strength: Minimum of 45 pound#eet per inch per ASTM D882. CAST-IN-PLACE CONCRETE 033000 - 2 OF 7 FOOTING-FOUNDATION PACKAGE 3. Puncture Resistance: Minimum 2,200 grams per ASTM D17096. 4. Acceptable Products: a. Stego Industries: Stego Wrap 15 mil Vapor Banier. ' b. Raven Industries Inc.; Vapor Block 15. c. REEF Industries, Inc.: Grilfolyn 15 Mil Green. d. Approved Substitutions. ii 1 2.6 CURING MATERIALS COLUMBIA HEIGHTS PUBLIC SERVICE CENTER A. Moistun~-Retaining Cover. ASTM C171, polyethylene film or white burlap-polyethylene sheet. B. Concrete Sealer and Hardener. Water-based, chemically-r~ctive, penetreting sealer and hardener, that seals by densifying concrete so that water molecules cannot pass through but air and .water vapor can, while allowing concrete to achieve full compressive strength, minimizing surFac:e crazing, and eliminating dusting. 1. Colorless, transparent, odorless, non-to~ac, non-flammable. 2. Containing no solvents or vdatile organic compounds. 3. USDA approved for food handling facilities. 4. , Albwir~ traffic on floors within 2 th 3 hours; with •chemical process complete within 3 months. 5. No change to surface appearence except a sheen devebped due to traffic and cleaning. 6. Acceptable Product: Cure-Seal-Haniener by Curecrete Distribution, Inc. C. Water. Potable. 2.7 RELATED MATERIALS A. Expansion- and Isolation-Joint-Filler Strips: ASTM D7751, asphaR~aturated cellulosic fiber. 2.8 CONCRETE MIXTURES A. Prepare design mbctures for each type and strength of concrete, proportioned on the basis of laboratory trial mbcture or field test data, or bath, per ACI 301. 2.9 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement per CRSI's "Manual of Standard Practice " 2.10 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete per ASTM C94JC94AA and ASTM C1116, and famish batch ticket lnfomiation. 1. When air temperature is between 135 and 90 degrees F, reduce mbcing and delivery time from 1-1/2 hours to 75 minutes; when air°temperature is above 90 degrees F, reduce mixing and delivery time to 60 minutes. •~ . ' PART 3 -EXECUTION 3.1 FORMIMORK A. Design, erect, shore, brace, and maintain formwork per ACI 301 to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such • loads. B. Construct formwork so concrete members and stivcti.ires are of size, shape, alignment, elevation, and posiCwn indicated, within tolerance limits ofACl 117. C. Do not chamfer exterior comers and edges of permanently exposed concrete. FOOTING-FOUNDATION PACKAGE 033000 - 3 OF 7 CAST IN-PLACE CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, d~grems, instructions, and directions furnished with ftems to be embedded. 3.3 VAPOR RETARDERS A. Plastic Vapor Retarciers: Place, probed, and r+~air vapor retarders per ASTM E1t343 and manufacturers written instructions. 1. Lap joints 6 inches and seal with manufacturers recommended tape. 3.4 STEEL REINFORCEMENT A. Generale Comply with CRSI's "Manual of Standard Practice" for pacing reinforcemenrt. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 3.5 JOINTS A. Generate Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indik~ted or as approved by Architect. C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joirrts, sectioning concrete into areas as indicated. Construct contraction joints for depth exlual to at least 1/4 of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishir~ each edge of joint to radius of 1/8 inch. Repeat grooving of contredion joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. D. Isolation Joints in Slabs-on-Grede: After removing formworkk, install joint-filler strip at slab junctions with vertical surtaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. E. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphaR k~at one-half of dowel length to prevent corrcrebe bonding to one side of joint. 3.6 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness that no new conkxete will be placed on concrete that has hardened enough to cause seams or planes of weakness. if a section cannot be placed continuously, provide construction Joints as indicated. Deposit concrete to avoid segregation. 1. Consolidate placed conkxete with mechanicel vibrating equipment perACl 301. C. Cold-Weather Placement: Comply with ACI 306.1. D. Hot-Weather Placement: Comply wkh ACI 301. 3.7 FINISHING FORMED SURFACES A. Rough-Forned Finish: As-cast concrete te~dure imparted by fonrn-facing material with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. 1. Apply to concrete surfaces not exposed to public view. CAST-IN-PLACE CONCRETE 033000 - 4 OF 7 FOOTINCrFOUNl~1TION PACKAGE ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER B. Related Unformed Surf~es: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of farmed surfaces uniformly across adjacent unformed ' surfaces, unless otherwise indicated. Clarification for slab flatness: Refer to Part 3.8 paragraph C item 2 for concrete slab fl mess roject requirements. 3.8 FINISHING FLOORS AND 5LAB5 G~ ~ ~ / ~~?,/Q~ A. General: Comply with ACI 302.1 R recommendations for screeding, restraightening, and finishing ' operations for concrete surfaces. Do not wet concrete surfaces. B. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut dawn high spots, and fill k~r spots. Repeat float passes and restraightening until surface is left w~h uniform, smooth, granular texture. 1. Apply fbat finish to surfaces to receive trowel finish. ' C. Trowel Finish: After applying float finish, apply ftrst troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth surface defects that would telegraph through applied coatings or floor coverings. 1. Apply trowel finish to surfaces exposed to view ~ to be covered with resilient flooring, carpet, ceramic or quarry file set over cleavage membrane, paint, or another thin-film-finish coating system. ' 2. Finish and m~sure surface so gap at any point between concrete surface and an unleveled, freestanding, 10 foot long streightedge resting on 2 high spots and placed anywhere on the surface does not exceed 1/8 Inch. ' D. Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramk: or quarry file is to be installed by either thickset or thin~et methods. Immediately after second troweling, and when concxete is still plastic, slightly scarify surface with a fine broom. ' 1. At exterior deck surfaces, apply a heavy broom finish. E. Nonslip Broom Finish: Apply nonslip broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. Immediately after float finishing, slightly roughen trafficked surface by ' brooming with fiber-bristle broom perpendicular to main traffk: route. 3.9 CONCRETE PROTECTING AND CURING ' A. General: Prated freshly placid concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for coldanreather protection and ACI 301 for hot-weather protection during curing. B. Cure concrete per AC1308.1, by one or a combination of the following methods: 1. Moisture-Retaining-Cover Curing: Cover concrete surfaces with nroisture-retainirl9 cover for curing concrete, placed in widest practic~le width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than 7 days. Immediately r~air any holes or tears during curing period using cover material and waterproof tape. 2. Curing and Sealing Compound: Apply uniforrly to floors and slabs indicated in continuous ' operation by power spray or roller per manufacturers wr~ten instructions. Reooat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply second coat. Maintain continuity of coating and repair damage during curing Period. .~ 3.10 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and .~ replace concrete that cannot be repaired and patched to Architects approval. ' FOOTIWG-FOUNDATION PACKAGE 033000 - 5 OF 7 CAST-IN-PLACE CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.11 FIELD QUALITY CONTROL A. Testing and Inspecting: Owner will engage special inspector and qualified testing and inspecting agency th perform field tests and inspectiorn; and prepare test reports. B. Inspections: 1. Steel reinforcement placement. 2. Steel reinforcement welding. 3. Headed bolts and studs. 4. Verificaation of use of required des~n mndure. 5. Concrete placement, including conveying and depositing. 6. Curing prooedur~ and maintenance of curing temperature. 7. Verification of concrete strength before removal of shores and forms from beams and slabs. C. Concrete Tests: Testing of oomposfie samples of fresh concrete obtained per ASTM C172 shall be performed per the following requirements: 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each concrete mixture exceeding 5 cubic yards, but less than 25 cubic yards, plus one set for each additional 50 cubic yams or Erection thereof. 2. Stump: ASTM C143/C143M; 1 test at point of placement for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231, pressure method, for normai-weight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C1064/C1064M; 1 test hourly when air temperature is 40 degrees F and bek~r and when 80 degrees F and above, and 1 test for each composite sample. 5. Unit Weight: ASTM C567, fresh unk weight of structural lightweight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. 6. Compression Test Specimens: ASTM C311C31 M. a. Cast and laboratory cure 2 sets of 2 standard cylinder specimens for each composite sample. 7. CompressiveStrength Tests: ASTM C39/C39M; test 1 set of 2 laboratory-cured specimens at 7 days and 1 set of 2 specimens at 28 days. a. Test 1 set of 2 field~ured specimens at 7 days and 1 set of 2 specimens at 28 days. b. A compress'nro-strength test shall be average compressive strength ftom a set of 2 specimens obtained from same composite sample and tested at age indicated. 8. Strength of each concrete m'ucture will be satisfactory if every average of any 3 consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength tit value falls below specfied wmpresslve strength by more than 500 psi. 9. Report best results in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identificat~n name and number, date .of concrete placement, name of concrete testing and inspecting agency, bcation of concrete batch in Work, design compressive strength at 28 days, concrete mbcture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. . 10. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used ~ sole basis for approval or rejection of concrete. 11. Additbnal Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42/C42M or by other methods as directed by Architect. 12. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional Work with specified requirements. CAST IN-PLACE CONCRETE 033000 - 6 OF 7 FOOTING-FOUNDATION PACKAGE 1 1 1 COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 13. Correct deficienotes in Work that test reports and inspectbns ind'~cafie dos not compy with Contract Documents. D. Measure floor and slab flatness and levelness per ASTM E1155 wfihin 24 hours of finishing END OF SECTION FOOTING-FOUNDATION PACKAGE 033000 - 7 OF 7 CAST-IN-PLACE CONCRETE ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER SECTION 034100 PRECAST STRUCTURAL CONCRETE ' PART 1 -GENERAL ' 1.1 SUMMARY A. Section Includes: 1. Precast concrete hollow Dore planks. 1.2 SYSTEM DESCRIPTION A. Performance Requiremenffi: 1. Delegated Design: Design precsrst structural croncrete, including comprehensive engineering analysis by qualified professional engineer, using performance requ'irerrs3r>ts and design criteria indicated. 2. Structural Performance: Desjgn precast structural concrete untffi and connections to ' withstand design loads indicated within limits and under conditions indicted. 3. Fire rating: Provdde ~nels with a 1 hour rating per applicable kxsri, state, and federal codes. ' 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Include member locations, plans, elevations, dimensions, shapes and sections, ' openings, support condRions, and types of reinforcement, including special reinforcement. Detail fabrication and installation of precast structural concrete uniffi. ' C. QualdNction Data: For installer, fabricator, and testing agency. D. Welding certifictes. . ' E. F Material Certificates: For the folknNing, from manufad~urer. S li l . ource qua ty-contro reports. G. Field quality-corrVol reports. ' 1 4 QUALITY AS URA . S NCE A. Fabricator Qualifications: A fine that assumes responsibNity for engineering precast strudurel ' concrete units to comply with performance requirements. Responsibility includes preparation of Shop Drawings and comprehensive engineering analysis by a quaNfied professional engineer. 1. Participates in PCPs Plant Certiliction program and is designated a PCI-certified plant ' B. Design Standards: Comply with ACI 318 and design recommendations in PCI MNL 120, "PCI Design Handbook -Precast and Prestressed Concrete," applcable to types of pns+ast structurel concrete uniffi indicated. ' C. Quality-Control Standard: For manufacturing prooedur~ and testing requirements, qusliiy-control recommendafrons, and dimensional tolerances for types of units required, comply with PCI MNL 116, "AAanual for Quality Control for Plants and Production of Structural Precast Concrete Producffi." ' D. Welding Qualifications: Qualify procedures and personnel per the folkywing: 1. AW5 D1.1/D.1.1 M, "Stnicturel Welding Code - Step." 2. AWS D1.4, "Structural Welding Code - Reinfordng Steel." .' ' FOOTING-FOUNDATION PACKAGE 034100 -1 OF 6 PRECAST STRUCTURAL CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER E. Fire-Resistance Ca~ulations: Where indicated, provide precast stnrctural conaete units whose fire resistance meets the prescriptive requirements of authorities having jurisdiction or has been calculated per ACI 216.1lfMS 0216.1, "Standard Method for Determining Fire Rceistance of Concrete and Masonry Constuction Assembltce' or PCI MNL 124, "Design for Fire Resistance of Precast Prestressed Concrete," and is acceptable to authorities having jurisdiction. 1.5 DELNERY, STORAGE, AND HANDLING A. Support units during shipment on nonstaining shock-absorbing material in same position as during storage. B. Store units with adequate bracing and protect units to prevent contact with soil, to prevent staining, and to prevent cracking, distortion, warping or other physical damage. 1. Store units with dunnage aaoss full width of each bearing point unless otherwise indicated. 2. Place adequate dunnage of even thickness between each unit. 3. Place~stared units so identification marks are ceariy visible, and units can be ir~pected. C. Handle and transport un'~ts in a position consistent with their shape and design in osier to avoid excessive stresses that would cause cracking or damage. D. Lift and support units only at designated points shown on Shop Drawings. 1.6 COORDINATION A. Furnish loose connection hardware and anchorage items to be embedded in or attached to other construction bef~e starting that Work. Provide locations, setting diagrems, templates, instruc~wns, and directions, as required, for installation. PART 2 -PRODUCTS 2.1 FABRICATORS A. Subject to compliance with nquirements, provide products from 1 of the folkrwing fabricators: 1. Hanson Sparrcrete Midwest, Inc. 2. Molin Concrete Products Company. 3. Precast Concrete SpeciaRies, inc. 4. Spancrete Industries, Inc. 5. 1Mells Concrete Products. 2.2 MOLD MATERIALS A. Molds: Rigid, dimensionally stable, norr-a~Orptive material, warp and buckle free, that will provide continuous and true precast concrete surfaces wfthin fabrication tolerances indicated; nonreactive with concrete and suitable for producing required finishes. 1. Mold-Rel~se Ager~ Commercially produced liquid-rel~se agent that will not bond with, stain or adversely affect precast concrete surfaces and will not impair subsequent surface or joint treatments of precast concrete. B. Surface Retarder. Cheriical set retarder, capable of temporarily delaying final hardening of newly placed concrete mixture to depth of reveal specified. 2.3 REINFORCING MATERIALS A. Reinforcing Bars: ASTM AS15/A615M, Grade 80, deformed. 2.4 PRESTRESSING TENDONS A. Strand: ASTM A418/A416M, Grade 270, uncoated, 7 wire, low-relaxation stn~nd. PRECAST STRUCTURAL CONCRETE 034100 - 2 OF 6 FOOTING~FOUNDATION PACKAGE 1 J 1 COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 2.5 CONCRETE MATERIALS A. Portland Cement: ASTM C150, Type I or Type III, gray, unless otherwise indicated. B. Supplementary Cementiaous Materials: 1. Fly Ash: ASTM C618, Class C or F, with maximum bss on ignition of 3 percent. 2. Metakaolin Admbdure: ASTM C618, Coss N. 3. Silica Fume Admixture: ASTM C1240, with optbnal chem'~cal and physical requirement. 4. Ground Granulated Blast-Furnace Slag: ASTM C989, Grade 100 or 120. 2.6 STEEL CONNECTION MATERIALS A. Carbon-Steel Shapes and Plates: ASTM A36/A36M. B. Zino-Coated Finish: For exterior steel items and items indicated for galvanizing, apply zinc coating by hot-dip process per ASTM A123/A123M or ASTM A153/A153M. 1. Galvanizing Repair Paint: High-zino-dust-content paint with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P 210358 or SSPC-Paint 20. 2.7 BEARING PADS A. Provide bearing pads for precast struilurel concrete un'ds as recommended by precast fabricator for appflcation. 2.8 GROUT MATERIALS A. Sand-Cement Grout: Portland Dement, ASTM C150, Type I, and clean, natural sand, ASTM C144 or ' ASTM 0404. Muc at ratio of 1 part Dement to 2-12 parts sand, by volume, with minimum water required for placement and hydration. ' 2.9 FABRICATION A. Cast-in Anchors, Inserts, Plates, Angles, and Other Anchorage Hardware: Fabricate anchor~e hardware with sufficient anchorage and embedment to comply with design requirements. Accurately position for attachment of boss hardware, and secure in place during precasting operators. Locate ' anchorage hardware where it does not affect position of main reinforcement or concrete placement. 1. Weld-headed studs and deformed bar anchors used for anchorage per AWS D1.1/D1.1M and AWS C5.4, "Recommended Practices for Sid Welding " ' B. Furnish loose hardware items including steel plates, clip angles, seat angles, anchors, dowels, cramps, hangers, and other hardware shapes for securing precast structural concrete units to supporting and ac1iacent Donstruilon. ' C. Cast-in reglets, slots, holes, and other acx~ssories in precast structural concrete units as indicated on Contrail Drawings. D. Cast-in openings larger than 10 inches in any dim~sion. Do not drill or cut openings or prestressing ' strand without Architeil's approval. E. Reinforcement: Comply with recommendations in PCI MNL 116 for fabricating, placing, and ' supporting reinforcement. F. Prestress tendons for precast struilural concrete units by ether pretensioning or post-tensbning methods. Comply with PCI MNL 116. ' G. Comply with requirements in PCI MNL 116 and in this Seilbn for measuring, mixing, transporting, and placing concrete. After concrete hatching, no additional water may be added. ' H. Place concrete in continuous operation to prevent seams or planes of weakness from forming in precast concrete un'ds. FOOTING-FOUNDATION PACKAGE 034100 - 3 OF 6 PRECAST STRUCTURAL CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER Thoroughly oonsdidate~ placed concrete by internal and external vibration without dislocating or damaging reinforcement and built-in items, and minimize pour lines, honeycombing, or entrapped air on surfaces. Use equipment and procedures complying with PCI MNL• 116. J. Comply with ACI 306.1 procedures for coldanreather conkxete placement. K. Comply with PCI MNL 116 procedures for hot~ther concrete placement. L. Identify p'~clcup points of precast structural concrete units and orientation in structure wfth pemnanent markings, complying wfth markings indicated on Shop Drawings. Imprint or permanently mark casting date on each precest structural concrete unft on a surtace that will not show in finished structure. M. Cure concretie, per requirements in PCI MNL 116, by moisture retention without heat or by accelerated heat curing using IooN pn:ssure live sum or radiant heat and moisture. Cure units until compressive strength is high enough th ensure that stripping does not have an effect on pertorrnance or appearance of final product N. Discard and replace precast structural concrete un'ds that do not comply wfth requirements, including structural, manufacturing tolerance, and appearance, unless repairs meet requirements in PCI MNL 116 and meet ArcFrited's approval. 2.10 FABRICATION TOLERANCES A. Fabricate precast structural concrete units straight and true to size and shape with exposed edges and comers precise and true so each fin~hed unit complies with PCI MNL 116 product dimension tolerances. 2.11 COMMERCIAL FINISHES A. Commercial Grade: Remove fins and large protrusions and fill large holes. Rub or grind ragged edges. Faces must have true, welWefined surfaces. Air holes, water marks, and color variations are permuted. L'mnu form joint offsets to 3J76 inch. B. Apply roughened surface finish per ACI 318 to precast concrete unfts that will receive conkxeete topping after installation. 2.12 SOURCE QUALITY CONTROL A. Testing: Test and inspect precast structural concrete per PCI MNL 116 requirements. B. Defective Un'ds: Discard and replace precast structural oonkxete units that do not comply wfth requirements, inckuding strength, manufacturing tolerances, and odor and texture range. Chipped, spelled, or cracked units may be repaired, subject to Archfted's approval. Architect resenr~ the right to reject precast units that do rat match approved samples and sample panels. PART 3 -EXECUTION 3.1 INSTALLATION A Install clips, hangers, bearing pads, and other accessories required for connecting precast structural concrete units to supporting members and backup materials. B. Erect prek~st structural concrete level, plumb, and square within specified allowable tolerances. Provide temporary structural framing, supports, and bracng as required to maintain posftion, stability, and alignment of units until pem~anent connection. 1. Maintain hor¢ontal and vertik.~al joint alignment and uniform joint width as erection progresses. 2. Remove projecting lifting devices and grout fill voids within recessed Iftting devices flush with surface of adjacent precast surfaces when recess is exposed. PRECAST STRUCTURAL CONCRETE 03410b - 4 OF 8 FOOTING-FOUNDATION PACKAGE 1 ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3. For hollow-core slab voids used as electrical raceways or medranik;al ducts, align voids ' between units and tape butt joint at end of slabs. C. Connect precast structurel concrete units in position by boning, welding, grouting, or as othenniise tndicaRed on approved Shop Drawings and structural Drawings. Remove temporery shims, wedges, ~~- ' and spacers as soon as practical after connecting and grouting are completed. D. Field cutting of precast units is Trot permitted without approval of Architect. ' E. V1~Iding: Comply with applicable AWS D1.1/D1.1 M and AWS D1.4 far weldtng, welding electrodes, appearance, qualify of welds, and methods used in converting weldtng Work. F. At bolted connections, use lock washers, tads welding, or other appro~d means to prevent loosening of nuts after final adjustment. G. Grouting: Grout connections and joints and open spakxs3 at keyways, connections, and joints where required or ind'~cated on Shop Drawings. Retain grout in place until hard enough to support itself. ' Pads spaces with stiff grout material, tamping until voids are completely filled. 3.2 ERECTION TOLERANCES A. Erect precast structural concre6e units level, plumb, square, true, and in alignment without exceeding the noncumulatnre erection tolerances of PCI MNL 135. B. Minim¢e variations between adjacent slab members by jacking, loading, or other method ' recommended by fabricator and approved by Architect. 3.3 FIELD QUALITY CONTROL ' A. Special Inspections: Owner will engage qualfied special inspector to perform the following specaal inspections: ' B 1. Erection of precast structural concrete members. st nd in ct~ s lifi f t T ti A ill d t ti t O . e s a spe n . engage qua ng agency o per orm es ng gency: wner w e es C. Field welds will be visually insped~ed and norrdestnx~ive tested per ASTM E165 or ASTM E709. ' High-strength boned connections will be subject to inspections. D. Testing agency will report test results promptly and in writing to Contractor and Architect. E. Repair or rerrwve and replace Work where tests and inspections indk~te that n does not comply with ' specified requirements. F. Additional testing and inspecting, at Contractors expense, will be perfomned to determine c~npliance of rephaced or additional Work with spedfied requ~nerrts. G. Prepare test and inspection reports. 3.4 REPAIRS A. Repair precast structural concrete units if permitted by Architect. 1. Repairs may be permitted if structural adequacy, serviceabdlily, durebiPdy, and appearance of ' un'ds have nd been impaired. B. Mix patching materials and repair units so cured patches blend with cobr, texture, and uniformity of adjacent exposed surfaces and show no apparent line of demarcetion befinreen original and repaired work, when viewed in typical daylight illumination from a d'kstance of 20 feet. C. Prepare and repair damaged gaManized coatings with galvanizing repair paint per ASTM A7d30. ' D. Vlf~re brush, clean, and paint damaged prime-painted carnponerrts with same type of shop primer. ' FOOTiNO-FOUNDATION PACKAGE 034100 - 5 OF 6 PRECAST STRUCTURAL CONCRETE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER E. Remove and replace damaged precast structural concrete units that cannot be repaired or when repairs do not campy with requiremerrts ~ determined by Architect. 3.5 CLEANING A. Clean mortar, plaster. fireproofing, weld stag, and other deleterious material from concrete surfacers and adjacent materials immediatey. - B. Clean exposed surfaces of precast concrete units after eredion and completion of joint treatment to remove weld marks, dher markings. dirt, and stains. 1. Perform leaning- procedures per precast concrete fabricator's written recommendations. Clean soiled precut concrete surfaces with detergent and water, using stiff fiber brushes and sponges, and rinse with clean water. Protect other Work from staining or damage due to cleaning operations. 2. Do riot use leaning materials or processes that could d~ange the appeararroe of exposed concrete finislr~ or damage adjacent materials. END OF SECTION PRECAST STRUCTURAL CONCRETE 034100 - 6 OF 6 FOOTING-FOUNDATION PAGI~AGE 1 1 COLUMBIA HEIGHTS PUBLIC SERVICE CENTER SECTION 051200 STRUCTURAL STEEL FRAMING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Structural steel. 2. Prefabricated building columns. 3. Grout B. Related Sections: 1. Division 01 Section "Quality Requirements" for independent testing agency procedures and administrative requir~ernents. 2. Division 05 Section "ArchitecturaNy Exposed Structural Steel Framir~" for addltbnal requirements for architecturally exposed structural steel. 3. Division 05 Section "Steel Decking" for field installation of shear connectors through deck. 4. Division 05 Section "Metal Fabru:ations" for [steel Ilntels and shelf angles not attached to structuralsteel frame] [miscellaneous steel fabrications] [and] [other metal items] not defined as structural steel. . 5. Division 05 Section "Metal Stairs." 6. [Division 09 painting Sections] [and] [Divkion 09 Section "High-Performance Coatings' for surface-preparation and priming requirements. 7. Division 13 Section "Metal Building Systems" for structural steel. 1.2 DEFINITIONS ' A. Structural Steel: EJemer~ of structurahsteel frame, as classified by AISC 303, "Code of Standard Practice for Steel Buildings and Bridges:' 1 B. Seismic-Lid-Resisting System: Elements of stnx~ural-steel frame designated ~ "SERB" or abng grid lines designated as "SERB" on Drawings, including columns, beams, and braces and their connections. C. Heavy Sections: Rdled and buiR-up sections as follows: 1. Shapes included in ASTM A6JA6M with flanges thicker than 1-1/2 inches. 2. Welded buiR-up members with plates thl~cer than 2 inches. 3. Column base plates thicker than 2 inches. D. Protected Zone: Structural members or portbns of structural members ind'~cated as "Protected Zone" on Drawings. Connections of structural and nonstructural elements to protected zones are limited. E. Demand CriCu:al Welds: Those welds, the failure of which would resuR in significant degradation of the strength and stiffness of the Seismio-Load-Resisting System and which are indicated as "Demand Critical" or "Sdsmic Critical" on Drawings. 1.3 SYSTEM DESCRIPTION A. Perfomianoe Requirements: 1. Connections: Provide details of[ simple shear] connections required by the Contract Documents to be selected or completed by structural~teel fabricator[, including comprehensive engineering design by a qualified professional engineer,] to withstand loads indicated and comply with other information and restrictions indik~ted. a. Select and k~mplete connectiorai using schematic details indicated and AISC 360. NEW FACILITY 051200 -1 OF 11 STRUCTURAL STEEL FRAMING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER b. Use [EKED; data are given• at d~ctoredaoad leveq [ASD; data are given at servtce- load level]. 2. Moment Connections Type [1'R. partially] [FIZ, fully] restrained. 3. Construction: [AAomerrt frame] [Braced frame] [Shear wall system] [Combined system of moment frame and braced frame] [Combined system of moment frame and sheer walk] [CombMed system of braced frame and shear walls] [Combined system of moment . frame. braced frame. and sh~r walls]. 1.4 SUBMITTALS A. Product Data: For each type of product ~dicated. B. LEED SubmittaL• 1. Product Data for Credit MR 4.1 [and Credit NIR 4.2]: For products having recycted content, documentation indicating percentages by weight of postconsumer and preoonsumer recycled content Include staDement indicating costs for each product having recycled k~ntent. C. Shop Drawings: Show fabricatbn of stnidural-stieel components. 1. Include details of kx~ts, wnnet~ions, splices, ember, holes, and other pertinent data. 2. Include embedment drawings. 3. Ind'~cate welds by standard AWS symbols. dist'mgu'~hing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are io r~nain. 4. Indik~te type, s¢e, and length of bolts. distinguishing between shop and field bolts. Identify pretensbned and slip~ical high-strength boned connections. . 5. Identify members and connections of the seismic-load-resisting system. 6. Indicate locations and dimensions of protected nines. 7. Identify demand criticel welds. 8. For structural-steel connections indicaRed to' ~oomply with design loads, include structure) design data [signed and sealed by the qual[fied professional engineer responsible for their preparation]. D. Welding Procedure Specfications (WPSs) and Procedure Qual'rtication Records (PQRs): Provide per AWS D1.1/D1.iM, "Structural Welding Code -Steel" for each welded joint [whether prequallfted or qualffted by testing] [qualHied by testing], including the following: 1. Power source (constant current or constant voltage). 2. Electrode manufacturer and trade name, for demand t:ritik:al welds. E. Qualification Data: For qualified pnstaller] [fabricator] [professional engineer) [testing agency]. F. Welding certificates. G. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers. certifying that shop primers are compatible with topcoats. H. Mill test reports for structural steel, including chemical and physical properties. Product Test Reports: For the following: 1. Bolts, nuts. and washers including mechanical properties and chemical analysis. 2. Din~:t-tension indik~tors. 3. Tension-control, high-strength bolt nutanrasher assemblies. 4. Shear stud connectors. 5. Shop primers. 6. Nonshrink grout J. Source quality~ontrol reports. STRUCTURAL STEEL.FRAMING 051200 - 2 OF 11 NEW FACILITY ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' 1.5 QUALITY ASSURANCE /. , A, Clarification to part 1.5; Replace paragraph A and B with the folbwing: ~ ~(,~ ~ c~ ~ ~($ IC) A. Fabricator Qualifications: Five years of experience in stee fabrication on similar sized projects. ' B. Installer Qualifications: Five years of experience in steel installation on similar sued projects. B. In~ller Qutbns:~Qual'fiedirfstaller w partictpt in~ Quality~8rtmcacionrruy~o~~~ d is des' Hated aMSC-Ceded E r, Catego~ACS E]. C. Shop-Painting Applicators: Qualified per AISC's Sophisticated Paint Endorsement [P1] [P2] [P3] or SSPC-QP 3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators ° D. Welding Qualificatbns: Qual'dy procedures and personnel per AWS D1.1/D1.1M, "Structural Welding Code -Steel." 1. Welders and welding operators performing Work on bottom-flange, demand-critical welds shall pass supplemental welder qualification testing, as required by AWS D1.8. FCAVIF.S and ' FCAW-G shall be considered separate processes for welding personnel qualfication. E. Comply with applicable provisions of the following specifications and documents: 1. AISC 303. ' 2. AISC 341 and AISC 341s1. 3. AISC 360. 4. _ RCSC's "Specification for Structural .loir>ts Usinng~ ASTM A325 or A490 Bolts ° 5. AISC Steel Construction Manual, aC~(f'~ko'~ r0/310,0 ' F. Pre-Installation wresting: conduct ~ mg at Project site to comply with requiremerrts in Section 013100 -Project Management and Coordination. 1.6 DELNERY, STORAGE, AND HANDLING A. Store materials to permit easy access for inspection and identificatbn. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioratbn. 1. Do not store materials on structure in a manner that might cause distortion, damage, or overbad to m~nbers or supporting structures. Repair or replace damaged materials or structures as directed. B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact. 1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers. ' 2. Clean and relubricate bolts and nuts that become dry or rusty before use. 3. Comply with manufacturers' written recommendatons for cleaning and lubricating ASTM F1852 fasteners and for retesting fasteners after lubrication. ' 1.7 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorage items to be embedded in or attached to other construction without delaying Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation. ~, NEW FACILITY 051200 - 3 OF 11 STRUCTURAL STEEL FRAMING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER PART2-PRODUCTS 2.1 STRUCTURALSI'EEL MATERIALS A. Recycled Content of Steel Products: Provide products with an average recycled content of s~eel products so postoonsumer recycled content plus one-half of preoonsurr~r recycled content is not less than [25] [50] percent. B. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled cor>tent plus one-half of preoonsumer recycled content is not less than the following: 1. W Shapes: 60 percent 2. Channel, Angles[, M] [, S]-Shapes: 60 percent. 3. Plate and Bar. 25 percent. 4. Cold-Formed Hollow Structural Sections: 25 percent 5. Steel Pipe: 25 percent. 6. All Other Steel Materials: 25 percent. C. W-Shapes: [ASTM A992/A99211A] [ASTM A577JA572M, Grade 50] [ASTM Ab29/A529M, Grade 50] [ASTM A913/A913M, Grade 50]. D. Channels, Angles[, M] [, S]~Shapes: [ASTM A36JA36M] [ASTM A572/A 572M, Grade 5Q] [ASTM A5Z9/A529M, Grade 50] [ASTM A913/A913M, Grade 50]. E. Plate and Bar. [ASTM A36/A36MJ [ASTM A572lA572M, Grade 50] [ASTM A529/A529M, Grade 50]. F. Corrosion-Resisting Structural-Steel Shapes, Plates, and Bars: ASTM A588/A588M, Grade 50. G. Cold-Formed Hollow Structural Sections: ASTM A500, Grede [B] [C], stnicturel tubing. H. Corrosion-Resisting Cold-Formed Hollow Structural Sections: ASTM A847/A847M, structural tubing. I. Steel Pipe: ASTM A53/A53M, Type E or S, Grade B. 1. Weight Class: [Standard] [Extra strong] [Double-extra strong]. 2. Finish: [Black] [Galvanized] [Black except where tndkated to be galvanized]. J. Steel Castings: ASTM A216/A216M, Grade WCB w~h supplementary requirement S11. K. Steel Forgings: ASTM A668/A668M. L. Welding Electrodes: Comply with AWS requirements. 2.2 BOLTS, CONNECTORS, AND ANCHORS A. High-Stn:ngth Bolts, Nuts, and Washers: ASTM A325, Type 1, heavy-hex steel stnactural bolts; ASTM A563, Grade C, heavy-hex carbon-steel nuts; and ASTM F436, Type 1, hardened carbon- steei washers; all with plain finish. 1. Dlrect Tension Indk;ators: ASTM F959, Type 325, compressible~uuasher type with plain finish. B. High-Strength Bolts, Nuts, and Washers: ASTM A490, Type 1, heavy-hex steel structural bolts[ or tension-control, bolt-nut~nrasher assemblies with splined ends]; ASTM A563, Grade DH, heavy- hex carbon-steel nuts; and ASTM F436, Type 1, hardened carbon-steel washers with plain finish. 1. Direct Tension Indictors: ASTM F959, Type 490, compn:ssible washer type with plain finish. C. Zno-Coated High-Strength Bolts, Nuts, and Washers: ASTM A325, Type 1, heavy-hex steel structural bolts; ASTM A563, Grade DH heavy-hex carbon~teel nuts; and ASTM F436, Type 1, hardened carbon-steel washers. 1. Finish: [Hot-dip zinc coating] [Mechanically deposited zinc coating] [Hot-dip or mechanically deposited zinc coating]. STRUCTURAL STEEL FRAMING 051200 - 4 OF 11 NEW FACILITY: ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' 2. Direct Tension Indictors: ASTM F959, Type 325, crompressible-washer type with [mechanically deposited zinc coating] [mechanically deposited zinc coating, baked epoxy-coated] finish. ' D. Tension-Control, High-Strength Bolt-Nut Washer Assemblies: ASTM F1852, Type 1, [heavy-hex] [round] head assemblies consisting of steel structural bolts with spllned ends, heavy-hex crbon- steet nuts, and hardened carbon-steel washers. ' 1. Finish: Plain [Mechanically deposited zinc coating]. E. Shear Connectors: ASTM A108, Grades 1015 through 1020, headed-stud type, cold-finished carbon steel; AWS D1.1/D1.1M, Type B. F. Unheeded Anchor Rods: [ASTM F1554, Grade 36] [ASTM F7554, Grade 55, weldable] [ASTM A354] [ASTM A449] [ASTM A572/A572M, Grade 50] [ASTM A36JA36M]. 1. Configuration: [Straight] [Hooked]. ' 2. Nuffi: ASTM A563 [heavy ]hex carbon steel. 3. Plate Washers: ASTM A36/A36M carbon steel. 4. Washers: ASTM F436, Type 1, hardened carbon stieel. . 5. Finish: Plain [Hot-dtp zinc coating, ASTM A1b3/A 153M, Class C] [Mechanically ' deposited zinc croating, ASTM 8695, Class 50]. G. Headed Anchor Rods: [ASTM F1554, Grade 36] [ASTM F7554, Grade 55, weldable] [ASTM A354] [ASTM A449], straight. 1. Nuts: ASTM A583 [heavy ]hex carbon sfieel. 2. Plate Washers: ASTM A3S/A36M carbon steel. 3. Washers: ASTM F436, Type 1, hardened carbon steel. 4. Finish: Plain [Hot-dip zinc coating, ASTM A753JA753M, Class C] [Mechanically deposited zinc coating, ASTM B 695, Class 50]. H. Threaded Rods: [ASTM A36/A36M] [ASTM A193JA193M, Grade B7J [ASTM A354, Grade BD] [ASTM A449] [A 5T2IA5T2M, Glade 50]. 1. Nuts: ASTM A5133 [heavy-]hex carbon steel. 2. Washers: [ASTM F436, Type 1, hardened] [ASTM A36/A36Mj carbon steel. ' 3. Finish: Plain [Hot-dip zinc coating, ASTM A153/A153M, Class CJ [Mechanically deposited zinc coating, ASTM 8695, Class 50]. I. [Clevises] [and] [Turnbuckles]: Made from cold-finished carbon steel bars, ASTM A108, Grade 1035. J. Eye Bogs and Nuts: Made from cold-finished carbon steel bars, ASTM A108, Grade 1030. K. Sleeve Nuts: Made from cold-finished carbon steel bars, ASTM A108, Grade 1018. L. Structural Slide Bearings: Low friction assemblies, of configuration indic~fied, that provide vertical transfer of loads and allow horizontal movement perpendicular to plane of expansion joint while resisting movement within plane of expansion joint. ' 1. Manufacturers: Subject to compliance with requirements, provide products by one of the folbwing: 2. Basis-of-0esgn Product: Subject to compliance with requirements, provide [product ' indicated on Drawings] or comparable product by one of the following: a. Amsoot Stnx:tuural Products Corp. b. Fluorocarbon Company Limited. c. R.J. Watson Bridge & Stn~ctural Engineered Systems. d. Seismic Energy Products, L.P. 3. Mating Surfaces: [PTFE and PTFE] [P'TFE and mtnror-finished stainless steel]. 4. Coefficient of Friction: Not more than [0.03] [0.04] [0.05] [0.06] [0.10] [0.12]. ' 5. Design Load: Not less ti~an [2,000 psn [5,000 psi] [6,000 psi]. 8. Total Movement Capability: 2 inches. NEW FACILITY 051200 - 5 OF 11 STRUCTURAL STEEL FRAMING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 2.3 PRIMER A. Primer. Comply with Section 099000 -Painting and Coating. [Section 099600 - High- Performance Coatings.] B. Primer. SSPC-Paint 25, [Type n [Type 11], zinc oxide, alkyd, Nnseed oN primer. C. Primer: SSPC-Paint 25 BCS, [Type t) [Tylpe II], zinc oxide, alkyd, linseed oil primer. D. Primer. SSPC-Paint 23, latex primer. E. Primer. Fabricator's standard Iced- and chnxnate-free, nonaspha~ic, nest-inhibiting primer complying with MPI#79 and txxripatible with topcoat. F. Galvanizing Repair Paint: [MPI#18, MP1819, or SSPC-Paint 20] [ASTM A780]. 2.4 GROUT A. Metallic, Shrinkage-Resistant Grout: ASTM C1107, facfiory-packaged, metallic aggregate grout, mixed with water to k~rrisistency suitable for application and a 30-minute working time. B. NonmetalNc, Shrinkage-Resistant Grout: ASTM C1107, factory-packaged, nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with wafer tD consistency suitable for application and a 30-minute working time. 1. Acceptable Products: a. Masterflaw 713 Plus by BASF Building Systems. b. Crysthx by l~M Construction Chemicals, Inc. c. 1107 Advantage Grout by Dayton Superior. 2.5 FABRICATION . _ A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate per AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC 360. 1. Camber structural-steel members where indicated. 2. Fabricate beams with rolling camber up. __ 3. Identify highstrength structurel steel per ASTM A6/ABM and maintain markings until structural steel has been erected. 4. Mark and match-mark materials for field assembly. 5. Complete structural-steel assemblies, including welding of units, before starting shop-priming operations. B. Themt~al Cutting: Perform themnal cutting by machine to greatest rodent possible. 1. Plane them~rally cut edges to be welded to comply with requiremerrts in AWS D1.1/D1.1 M. C. BoR Holes: Cut, drill, [mechanically thermal cut, ]or punch standard bolt holes perpendicular to metal surfaces. D. Finishing: Accurately finish ends of columns and other members trensmitting bearing loads. E. Cleaning: Clean and prepare steel surfaces that are to remain unpainted per [SSPC-SP 7, "Solverrt Cleaning) [SSPC-SP 2, "Hand Tool Cleaning] [SSPC-SP 3, "Power Tool Cleaning]:' F. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use ~ automatic end welding of headed-stud shear connectors per AWS D1.1/D1.1M and manufacturer's written instructions. G. Steel Wall-Opening Framing: Select true and streight members for fabricating steel wall-opening freming to be attached to structural steel. Streighten as required to provide uniform, square, and true members in completed wall framing. STRUCTURAL STEEL FRAMING 051280 - 6 OF 11 NEW FACILITY ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' H. Welded Door Frames: Build up welded door frames attached to structural steel. Wekl exposed joints continuously and grind smooth. Plug~reld faced steel bar stops to frames. Secure removable stops to frames with countersunk machine screws, uniformly spaced not more than 10 inches on center unless otheruvise indicated. I. Holes: Provide holes required for securing other work to structural steel and for other Work to pass through steel framing members. 1. Cut, drill, or punch holes perpendicular to steel surfaces.[ Do not thermally cut bolt holes or enlarge holes by burning.] 2. Baseplate Holes: Cut, drill, mechanicaly them~al cut, or punch holes perpendicular to steel surfaces. ' 3. Wekl threaded nuts to framing and other specialty items indicted to receive other Work. 2.6 SHOP CONNECTIONS ' A. High-Strength Bolts: Shop install high-strength bolts per RCSC's "Specification for Structural Joirds Using ASTM A325 or A490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened [Pretensioned] [Slip critical]. ' B. Wekl Connections: Comply with AWS D1.1/D1.1A11[ and AWS D1.8JD1.8N1] for tolerances, appearances, welding procedure speaf-ications; wek! quality, and methods used in conesting wekflng work. ' 1. Assemble and weld buiR-up sections by methods that will maintain true alignment of axes without exceeding tolerances in AISC 303 for mill material. 2.7 PREFABRICATED BUILDING COLUMNS ~, A. Prefabricated building cdumns consisting of toad-bearing structuraFsteel members protected by concrete fireproofing encased in an outer non-load-bearing steel shell. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Black Rock Column, Inc. b. Dean, George H., Ina ' c. Dean Lally L. P.; Ftre-Trol Dhrision. B. Fire-Resistance Ratings: Provide prefabricated building column I and labeled by a testing and inspecting agency acceptable to authorities having jurisd'~ctbn for ratings Indicated, based on testing. ' per ASTM E119. 1. Fire-Resistance Rating: [4 hours] [3 hours] [2 hours] [As Indlcabed]. 2.8 SHOP PRIMING t A. Shop prime steel surfaces except the following: 1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to ' a depth of 2 inches. 2. Surfaces to be field welded. 3. Surfaces to be high~trength bolted with slip-critical oonnedions. 4. Surfaces to receive sprayed fire-resistive materials (applied fireproofing). 5. Galvanized surfaces. B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces per the folbwing speciflcatbns and standards: 1. SSPCSP 2, "Hand Tool Cleaning " 2. SSPC-SP 3, "Power Tool Cleaning " 3. SSPC-SP 7/NACE No. 4, "Brush-Off Blast Cleaning " 4. SSPC-SP 11, "Power Tool Cleaning to Bare Metal." 5. SSPC-SP 14MACE No. 8, "Industrial Btast Cleaning " NEW FACILITY 051200 - 7 OF 11 STRUCTURAL STEEL FRAMING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 6. SSPC-SP BTIACE No. 3, "Comnren:ial Blast Cleaning " 7. SSPC-SP 10/NACE No. 2, "Near-White Blast Cleaning " 8. SSPC-SP 5/NACE No. 1, "VVtrite Metal Blast Cleaning." 9. SSPC-SP 8, "Pickling " C. Priming: Immediatey after surface preparation, apply primer per manufacturers wn'tten instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Use priming methods that resuR in full coverage of joints, wmers, edges, and euq~osed surfaces. 1. Stripe paint comers, crevkres, bolts, welds. and sharp edges. 2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection. Change color of second coat to distinguish it from first. D. Painting: Prepare steel and apply a 1-coat. nonasphatic primer complying with SSPC- PS Guide 7.00, "Painting System Guide 7.00: Guide for Selecting One-Coat Shop Painting Systems," to provide a dry film th'~clcness of not less than 1.5 mils. 2.9 GALVANIZING A. Hot-0ip Gahranized Finish: Apply Inc coating by hot~ip pnxess to structural steel per ASTM A123/A123M. 1. Fill vent aril drain holes that will be exposed In finished Work unless they will functbn as weep holes, by plugging with zinc solder and filing off smooth. 2. Galvanize nintels] [shelf angles] [and] [welded door frames] attached to stnxtureF~steel frame and located in exterior walls. 2.10 SOURCE QUALITY CONTROL A. Testing Agency: Owner will engage an independent testing and inspecting agency to perform shop tests and inspections and prepare tit reports. 1. Provide testing agency with access th places where structure)-steel Work is being fabricated or produced to perform tests and inspections. B. Correct deficiencies in Work that test reports and inspections indicate does not comply with Contract Documents. C. Bolted Connections: Shop-bolted connections will be[ tested and] inspected per RCSC's "Specfication for Structural Joirrts Using ASTM A325 or A490 Bolts." D. Welded Connections: In addition to visual inspection, shop-welded connections wip be tested and inspected per AWS D1.1/D7.1 M and the following inspection procedures, at testing agency's opYwn: 1. Liquid Penetrant Inspection: ASTM E165. 2. Magnetic Particle Inspection: ASTM E709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration will not be accepted. 3. Ultresonic Inspection: ASTM E764. 4. Radiogrephic Inspection: ASTM E94. E. In addition to visual inspection, strop-welded shear connectors will be tested and inspected per requirements in AWS D1.1/D1.1 M for stud welding and as follows: 1. Bend tests will be perfomned if visual inspections reveal either a les-than-continuous 360-degree flash or welding repairs to any shear connector. 2. Tests will be conducted on additional shear connectors if weld fracture occurs on shear connectors already tested, per requln:merrts in AWS D1.1ID7.1M. STRUCTURAL STEEL FRAMING 051200 - 8 OF 11 NEW FACILITY ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER PART 3 -EXECUTION 3.1 F~(AMINATION A. Verify, with steel Erector present. elevatbns of concrete- and masonry-bearing surfaces and kx:ations of anchor rods, bring plates. and other embedments for compliance with requirements. 1. Prepare certified survey of bearing surfaces, anchor rods, bearing plates, and other ' embedments showing dimensions, locations, angles, and elevations. B. Proceed with installation only after unsatlsfactory conditions have been corred~ed. I 3.2 PREPARATION A. Provide temporary shores. guys. bracers, and other supports during erection to keep structure) steel secure, plumb, and in al'~gnment against temporery construction loads and loads equal in intensely to design Iceds. Remove temporery supports when pemranent stnicturel steel, connections, and bracing are in place unless otherwise indkated. 1. Do not remove temporary shoring supporting composite deck constncction until cast-in-place concrete has attained tts design compressive strength. ' 3.3 ERECTION A. Set structural steel accurately in locations and to elevations indicated and per AISC 303 and ' AISC 360. B. Base [Bearing] [and] [Leveling] Plates: Clean c~rrcrete- and masonry-bearing surfaces of bond- reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates. 1. Set plates for structural members on wedges, sh'kns, or setting nuts as required. 2. Weld plate washers to top of baseplate. 3. Snug-tighten [Pretension] anchor rods after supported members have been positioned and ' plumbed. Do not nsnove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout. 4. Promptly pads grout sol'~dy between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure.[ Comply with manufacturer's ' written installation instructions for shrinkage-resistant grouts.] C. Maintain erection tolerances of stnxelural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." ' D. AI'ign and adjust varbus members that form part of complete frame or structure before permanently fastening. Before assembly, dean bearing surfaces and other surfaces that will be in permanent contact with members. Perform necessary adjustmerrts to compensate for discrepancies in elevations and alignment 1. Level and plumb individual members of structure. 2. Make alkruvances for difference between temperature at tune of erection and mean temperature when structure is completed and in service. E. Splice members only where indicated. F. Do not use thermal cutting during erection[ unless approved by Architect. Finish thermally cut ' sections within smoothness limits in AWS D1.1/D7.1M]. G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts. ' H. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use automatic end welding of headed~tud shear connectors per AWS D1.1ID1.1 M and manufacturer's written instructions. NEW FACILITY 057200 - 9 OF 1 i STRUCTURAL STEEL FRAMING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.4 FIELD CONNECTIONS A. High-Strength Bolts: Instal! high-strength bolts per RCSC's "Specification for Structural Jotrrts Using ASTM A325 or A490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened [Prebensioned] [Slip crtticai]. B. Weld Connections: Comply with AWS D1.1ID1.1 M[ and AWS D7.8JD1.8MJ for tolerances, appearancats, welding procedure specifications, weld quality, and methods used in correcting welding work. 1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds. 2. Remove backing bars or runoff tabs[ where indicated], back gouge, and grind steel smooth. 3. Assemble and weld built up sections by methods that will maintain true alignment of axes without exceeding tolerances in AISC's "Code of Standard Practice for Steel Buildings and Brutges" for mill material. 3.5 PREFABRICATED BUILDING COLUMNS A. Install prefabricated building columns to comply with AISC 360, manufacturers written recommendations. and requirements of testing and inspecting agency that apply to the fire- resistance rating ind'rcaated. 3.6 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspect [field welds] [and] [high-strength booted connections]. B. Bolted Connections: Bolted connections will be[ tested and] inspected per RCSC's "Speafication for Structural Joints Using ASTM A325 or A490 Bolts." C. Welded Connections: Field welds will be visually inspected per AWS D1.1/D1.1 M. 1. In addition to visual inspection, field welds will be tested and inspected per AWS D1.1/D1.1 M and the following inspection procedures, attesting agency's option: a. Liquid Penetrent Inspection: ASTM E165. b. Magnetic Particle Inspection: ASTM E 09; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetratbn will not be accepted. c. Ultrasonic Inspection: ASTM E164. d. Radiogrephk: Inspection: ASTM E94. D. In addition to visual inspection, test and inspect field-welded shear connectors per requirements in AWS D1.1/D1.1 M for stud welding and as follows: 1. Perform bend tests iF visual inspections reveal either a less~han-continuous 360-degree t1ash or welding repairs to shear connectors. 2. Conduct tests on additional shear connectors if weld fracture occurs on shear connectors already tested, per requirements in AW5 D1.11D1.1 M. E. Conect deficienaes in Work that test reports and inspectbns indicate does not comply with Contract Dooumer~ts. 3.7 REPAIRS AND PROTECTION A. Gaivan'¢ed Surfaces: Clean areas where gahraniaing is damaged or missing and repair galvanizing to comply with ASTM A7130. B. Touchup Painting: Immediately after erection, clean exposed areas where primer is damaged or missing and paint with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop~ainted surfaces. 1. Clean and prepare surfaces by SSPC-SP 2 hand tool cleaning or SSPC-SP 3 power#ool cleaning. STRUCTURAL STEEL FRAMING 051200 -10 OF 11 NEW FACILITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COLUMBIA iiEIGHTS PUBLIC SERVICE CENTER C. Touchup Painting: Cleaning and touchup painting are specified in Seaton 099000 -Painting and Coating. NEW FACILITY END OF SECTION 051200 -11 OF 11 STRUCTURAL STEEL FRAMING 0 i 1 ~~~ ~,~~ sl=_cTION osz~oo STEEL JOIST FRAMING PART 1-GENERAL 9.1 Sl1AAMARY A. Ssdtbn Includes: 1. K~eeriee steel joists. 2 LorG,span sNel Joists. 3. Jobt acceseodea. coLUMeIA HEIGHTS Pueuc SERVICE cF_M'ER 9.2 DEFINITIONS A. SJI "Spe~aMons": Steel Joist Instihate's "Standard Ste, Load Tables and tNe1gM Tables for Steel Joists and JOkt Girdere " B. Spsdal Joists: Steel Jobts or joist gkdera requiring modificetbrr by manufar:Wrer to support nonuniform, unequal, or speciBi loading oondNbns that fnvalhiede bad tables to SJI'a r~~~r 1.S SYSTEM DESCRIP170N A. Perforrrrarroe Requtremenb: 1. Structural Performance: Pnyuide special )Diets and connections capable of ndtng design bads indbated. 2, Des~n epectel Joists to withstand design beds with live bad deflectlons no greater than the fdlaring: 1) Roof Joists: VertMsl denedbn aF 11380 of the span. 1.4 SUBMITTALS A. Product Data: For each type of Joist, eocessory, and product indicated. B. Strop Drawir~s: Show layout, designatbn, number, type, bca,8on, and epadrrgs of joists. IrrcNade Joining and anchorage details, bracing, brldgtng, )otat aCCeeeorles; space and oonrrectlon bcatbns and detais; and attachrneMs ~ other oonatructton. 1. Indkste bcatbna end detais of bearing pietas to bs embedded in other oonatrrrctfon. 2. Comprehensive engineering aneysb of epedal Joists signed and sealed b7- the qual#ied professional engineer responsible for Ns preparation. C. 1Maldir~ cert{ticates. D. Manufacturer Certgkrates: Signed by menufaolurers certtfytng that Joists compy with requirements E. Min Certiflcetee: Signed by bolt manufacturers oertUyirrg that bolts oompiy with requirements. F. QuelBlcafbn Data: For manufacturer and professonal engineer. G. Field qusifty-coMrd teat and inspection reports. H. ReseerctrlEvahratiorr Reports: For Jots. 1.5 QUALITY A55URANCE A. Marwfacturer QualMk;etbns: A manufacturer cwtifled by SJI to manufacture joists complying with applbable standard specincatbna and load tables of SJI'Specifications" NEW FACILITY 062100 -1 0F 6 STEEL JOIST FRAMING City of Cohonbia Heights Public Safety Center Phase Two -Bid Packages dddendum Number One September 30, 2008 Page 2 ~of 9 tel e61 48S-e701 tax 861 4aS-2574 www.buetowerohltecte.core 1 1 1 1 1 1 1 COLUMBIA HEIC3FtTS PUBLIC SERVICE CENTER 1. Manufactuna's resporrs~ilfiles indude providing professional enpineerkrg aervicee for designing special Joists to oornpy wfth petfornrence ~. B. SJI Spedficatbns: Compy with standard epectfkratkx>s in SJI's "Spe0lficetbns" that are appflcable to types ousts indicated . C. Welding: Qualify procedures and personnel psr AWt3 D1.1ID7.1 M, "Stnx~ural Welding Code - !.L-v ~Y 1.6 DELNERY. STORAGE, AND F~IAFIDLING A. Dehlier, afore, and handle joists as recomrrrerrded kf SJI'e "bpac~tlons." B. Protect Joists from corrosion, deforrnetton, and other darrrepe during delivery, storage, and hendlkig. 1.7 SEQUENCING A. Deliver steel bearing plates to be bu1R into cash-place cotxxete and masorxy consiructlon. PARTZ-PRODUCTS 2.1 MATERIALS A. Steel: Campy with SJIb "Sperre" for web andsteel-angle chord members. B. Steel Bearlr0 Plat: ASTM A36iA86M. C. Carbon-Steel Bolls end Threaded Fasteners: ASTM A307, Orade A, carbon-steel, hex head bolts and threaded faaieners; carbon~steel nuts; and slat, unhardened steel washers. 1. Finish: Plak~, uno~ted. D. Welding Electrodes: Compy wNh AWS standards. 2.2 PRIMERS A Prlmae SSPC-Paint 15, o- marxdacturers standard shop primer compying wfth performance requirements in SSPC-PaIM 16. B. Prkrrer: Compy wkh Sediorr 0li9000 -Painting and Coating for exposed Joists. 2.3 K-SERIES STEEL JOISTS A. Manutauclure steel d type fndfrsled per "Standard Spedfic~fons for Open Web Steel Joists, K- Ssries" in SJi's "Specifications." B. Steel Jokt 3Ubstidrtes: Manufaduro per °Standard Spedficetbns for Open Web 8tsel Joists. K Seri" in SJI'e "Spe~tbns," With steel-angle or -a:hannel members. C. Comply with AWS requirements and procedures for shop weldhig, appearance, quality of welds, and methods used in correcting welding Work. D. Provide holes fn drord members for connedirrg and securing other oonsiruction to joists. E. Top-Chord bdeosions: Extend Uop chords of Jo>sts wfth SJIb Type Stop-chord extensbns where indicated, canpyirwg with SJI'e "Specifwadone." F. Extended Ends: Extend beadng soda of Joists wkh SJI's Type R erdended ends where indk~ted, conrpying With 8Jt's "Spedficatlons." G. Camber Joists per SJI'a "Specifications" unless indicted ottrervuise. STEEL J018T FRAMING 052100-2 OF 6 NEIN FAC{UTY City of Columbia Heights Public Safety Center Phase ?4vo -Bid PaclFages dddendum Nu»rber One September 3Q Z008 te{ 661 489-6701 tax 6B1 489-257A www.buetowarohltacta.com Page 3 of9 COLUMBIA HEIGHTS ' PUBLIC SERVICE CENTER H. Equip bearing ends d Jobts wkh manufadurera starx~rd beveled ends or akrped shoes ~ Jdat sbpe exceeds 1M kx8r per 12 Nrchea. 2.4 LONG-SPAN STEEL JOISTS A Manufacture steel )Dish per "Standard Specfilcatbns for LAngepan Steel Jots, LH-Series and Deep ' Lon~pan Steel Joists, DLH-Seri" in SJYs °Spscl~Catlons." B. Compy wkh AW8 requirements and procedures for shop welding, appearance, quality d welds, and trretlrods used b oorrecdr0 welding Work. ' C. Provide hales ~ drord members for rxrnnecding and securing other construcdon to Joists. D. Camber bng-span steel joNts Per S,q'a °Spedficatbna" tmbss irrd~ed o~ttM~se. E. Equip bearing ends d Jobts with manufacturers standard beveled ends ar sbped shoes 8 joist siope exceeds 1M inch per 12 indres. 2.6 JOISTACCESSORIES A. Bridging: Proukie bridging anchors and number d rows d bridging d material. size, and type required by SJYs "Specificetbrrs° for type of Joist. chord size, sparing, and span. Furnish addtlbnal areribn bridging M required for stabidgr. B. Brklging: Schematically indicated. DetaA and tatubete per SJPs "Speriflcafiorrs.' Furnish addRbnal ' erection bridging fi required for stably. C. Bridging: Fabrkxrte ~ ind'd and per SJl"a "tlpecificatlorra." Furnish addffbnal erectbn bridging ff required for stabAity. D. Fabricate steel bearing plates wfih arrd~orag~ d sizes end thk~uresses krdfcated. E. Soppy oeinng extensions, either bottom-chord elements or a sepanzte extension unit d enough strength b support won. Extend ends to within 12 Inch d finished wall ' surface, unbss otherwise indicated. F. Supply rrrtsoelleneoua eoc~sortes, Irrdudirrg splioa plates and boles required by Joist rnenufar:turer to oompbte joist kratallatlon. ' 2.6 CLEANING AND SHOP PAINTING A. Clean and remove hose scale, heavy net, and other foreign materials from fabricated joists and accesses by hand-tori cloning, SSPC-SP 2 or power-tool cieanh~g, SSPC-SP 3. ' B. Do not prkrre peirrt joists andaccessories to receNesprayed tire-reslstlve mrierfais. C. Apply 1 wet d shop primer to ]Diets and joist to be primed to provide a wntknrous, dry D pelrrt film not less than 1 mN thick. a t b S P d Coati Sh b i d i ~fi d i 088000 i d i t ti ti . op pr n rr ng jo s s an Jo s sper e ec on - a n ng ng. n ' PART S -EXECUTION 3.1 EXAMINATION A. Examine supporting aubstretes, embedded bearing plates, and abutting structure) framing for ' wmpnerx:e with requlremerds for irretatlatbn tolerances and other condltbns affecting performance. 1. Proceed with Installation only after rxreatiafadory aondRbns have been corrected. 1 NEW FACiLiTY OCt100 - 9 OF 6 STEEL JOIST FRAMING ' City of Columbia Heights Public Safety Center Phase T 1vo -Bid Packages Addendum Number One September 30, 2008 Page 4 of 9 tel a61 488-8701 tax 661 498-x674 www.buetowarchlteots.corn COLUMBIA HEIGHTS ' PUBLIC SERVICE CENTER 8.2 INSTALLATION ' A. Do not Install Jolab un01 supporting constntctbrt la to pleas and secured. B. Instill and acoeeaories plumb, square, and true to 9ne; securely fasten io supporting cortstntctlon per SJPs "Specifxa," joist manufacturer's wrHten receorrsrrendatbns, and requtrerpsnts ~ this Section. ' 1. Before installeRkm, eptk;e joists delfvared to Project site in more than 1 piece. 2. Space, adjust, and align jofsts accurately In kx:etion bMore penrrenertiht fastenMg. 3. ~ InsteU temporary bracing and erectbn bridging, connectbns, and andtore to ensure that joists are atabtbaed during oonstructbn. ' 4. Delay rigklly connecting bottorn•chord ex6er>sior,m to columns or supports uMq dead loads have been applied. C. Field weld jokds to supporting steel. Ccordirrate welding sequence end procedure with placenertt of ' joists. Comply wKh AWLS requirements and proceduros for welding. appearenos and qualhy of welds, and methods used in correcting welding Work. D. BoR jokds b supporting steel trarnework using carbon~eteel bofis. ' E. BoR jok~ts ~ supporting steel framework using high~trertgth strucWrel boNs. Comply with RCSC"a lion for Stnx9trrel Joints Using ASTM A325 or ASTM A490 Bolts" for high-strength structure) bolt installetton end tightening requiremettls. F. Install acrd connect brklging concurrently with joist eredlorr, before constnrdion k are appNed. Anchor ends of bridging Imes at top and bottom chords K termirratin8 M walls or beams. 8.9 FIELD QUAt..ITY CONTROL A. Testkrg Agency: Owner will errg~e quelifled independent tasting and ktspsctirtg agerwy to inspect held welds and ballad connectbns and to perform field tests end lnepections and pre~re test and Inspection reports. • ' B. Fbkl welds w~l be visualq- ktspected per AWS D1.i1D1.1M. C. Bolted connections will be visualy inspected. D. Highstrerrgth, fkrkl-bolted connectlone will be tested and vertiled per procedures in RCSC's "Specifketion for Structural Joints Using ASTM A326 or ASTM A490 Bolts." E. Correct deficierxies In Work that test and Inspection reports have gtdicated are not in oompllatrce • with specNbd requirements. F. Addttkrnal tasting will be performed to determine compNerrce of cbmected Work with spectifect requirements. ' 8.4 REPAIRS AND PROTECTION A: Repair damaged galvanized coetirrgs on galvaNzed Items with galvardzad repair paint per ASTM A780 and manufacture's written krstructiorra. B. Touchup Painting: After InstaNation, prompty ck~ prepare, and prime or reprime field connectkms, ' rust spats, and abraded surfaces dprime-painted jokes, beerhg plates, abutting atructurel steel, and eooessories. 1. Clean and prepare surfaces by harts-too! cleaning. SSPC-SP 2, or power-tool cktaning, SSPC-SP 3. ' 2. Apply a compatible primer of same type as shop prirrrer used on adjacent surfaces. C. Touchup Paintktg: CkianUg and touchup pehrting are spedfied in Section 099000 -Painting and Coatlrtg. [8sctbn 099600 -High-Performance Coatings.] STEEL JOIST FRAMING 062100 - 4 OF 6 NEW FACILITY City ojCohmr6ia Heights Public Saj1'ety Center Phase Two - B~ Parkages Addendum Number One September 30, 2008 Page S oj9 ' tat 861 498-8701 fax 881 483-x674 www.bustowarohltaots.oorrr 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COL.UTAt31A HEIGHT8 PUBLIC SERVICE CENTER D. Provide Mai prctedion end maintain cotdiUora, M a manner soceptable b nlenutadurer and Installer, that ensure that Joists and acoeseorbe at+e wEhout damage or detefloretion at time of SubslanNal Completion. NEW FACIIJTY END OF SECTION 062100 - 6 OF 6 STEEL J018T FRAMING City of Col'umbla Heights Publk Safety Center Phase Two - Btd Packages Addendum Number One September 30, 200E tel 661 485-8701 fax 651 498-2674 www.bustowerohlteot..oom Page 6 of9 i i I i ~~ ~~ COLl~IB1A FtE1GFR8 . PUBLIC SERVICE CENTER SECTION 053100 STEEL DECKING PART 1-GENERAL t 1 SUMMARY 1. A. 8ectbn Indudee: ' 1. Root deck. 1.2 SUBMITTALS ' ~ A. B. Produd Data: For each type of dads, atcesaory, and product indicabd. Shop Drawings: Show layout and types of deck panels, atwfiorege details, rekrforrdng dianneb, pens, cut deck openings, spade) Jointing, accessories, and ~ to other oonstrudlon. C. Product certtNcmtes. D. Welding certUbetee. E. Flekiquality-control test and inspectlon reports. ' F. l2eseardriEvaklatbn Reports: For steel deck. 1.3 QUALITY ASSURANCE A. Wekling: Qualiil- procedures and persarnel per AWS 01.3, °Structurai Weldhrg Code -Sheet Steel " B. Fire-Test-Response Chara~btk:s: Where indbated, provMe steel deck unNs kier+flCel to tlroee tested for fire reslstarrce per ASTM E119 by besthrg and inspectlrrg agency arxeptabb to etdiwrRbs -- ha~fng jurNdtdion. 1. Fire-Resistance Ratings: b~dicated by design deslgnstions of epplkmble testing and InsPeati~W agency. 2 Iderrflty steel deck units with approprbte markings of appNcabb testing and inspecting agetx8-. ' ~ C. AISI Spediicatlona: Comply wRh calculated strtx~uural charectertstics of steel dads per AISI's "North ~unerk:an Spedtl~tton for the Design ofCold-Formed Steel Structural Mernbaa " 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect steel dedt from oorrosbn, deformation, and other damage durbrg delivery, store, and ' B. Stack steel deck on platforms or pelints and slope to provide drainage. Protest with a waterproof ooverirrg and ventibte b avow condenaetbn. 1. Protect and ventilate acorrstk~l cellular roof deck wth factiory-instalbd tnsulatbn to maintain k~subtbn free of moisture. ' 1.6 COORDINATION A. Coorntneta installation of sound~ebsorbing irlsulatbn strips kt topside ribs of acoustitx~l deck with roof(ng Irrstallatbn spedflad in Section 075328 to ensure protection of insulation strips agaMst ' damage from efteds of weather and other causes. NEW FACILITY 053100 -1 OF 3 STEEL DECKING ' City of Cohmrbkr Heights Publfc Safety Center Phase Two -Bid Packages Addendsm Number One September 30, 2008 Page 7 of 9 ' te1 661 488-8701 fax 861 489-2874 www.bustowerchltecis.com ~~ 1 1 1 1 J 1 (:OI.UMBW HEIGHTS PUBLIC SERVICE CENTER PART2-PRODUCTS 2.1 MANUFACTURERS A. Subject bo cornpllance wkh requirements, proetde products by one of fire fodowir~g: 1. ASC Profileea, Inc.; a subsidbry of IMSATEC. 2. CSi Metal Deck Group, a unk of CorwoBdaied bystarrrs, Inc. 3. Epk: Metals Coiporalbn. 4. Nucor Corp - VuM.rafl Group. 6. Unked Steel Dads, Inc. 6. Verso Marurfadurfig Ca 7. VYheepng Comrgating Co.; Div. of WF~eepng-Pkt~ugh Stesl Corp. 22 ROOF DECK A. Steel Roof Deck: Fatxk;eb peneb, wkhart top-iMrps stlilaning grooves, b oompy with "~I Spedflcefiorrs and Commentary for Steel Roof Dedy° in SDI Publkwtlon Na 30, and wkh the folkwring: 1. PrM~e-Painted 9bel Shoat: ASTM A100flJA1008M, 8frudurd Steel (SB), Grade SS or higher miMmum, situp primed wkh rrranufacturars atarrderd balaed-on, nrsWrdr~tlue prAmr. a. Color: Marnrfacturers steurdard. 2. Deck Profile: As indkatted. 3. Proflb Depth: Aa indkxtted. 4. In Unooated+Steel Thickness: As Indicated. 2.S ACCESSORIES A. Generel: Prauide manufacturer's standard accessory materials for dodo flat comply with requirements indk~ted. B. Mechankal Fasteners: Corosion-res~ant, IaMwefocky. power-actuated or pnaumaficalgr driven carbon-steel faetenera; orself-drilling, selF#hreading screws. . C. Skle-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drllNng. carbon-steel screws, No. i 0 mtnhnum diameter. D. Flexible Ckrsrrra Strips: VulcankCed, closed-oeq, synthetic rut~6er. E. Misceibtreous Sheet Medal Deck Acceasorbs: Steel sheet, minirrwm yield aber~th of 59,000 psi, nct lase than 0.0359-indr deatgn uncoated thk~cness, of emrre mctedal and finish as deck; of profile indk.ated or required for appikmfion. F. Recessed Sump Pana: Single-piece steel sheet, 0.0747 inch thick, of same mebrlal and flnbh sa deck, with 3-Inch wide flar~pes and level and skrped recessed pans of 1-1/2-Inch minimum depth. For dress, txit holes In the field. G. Flat Sump Pbie: Singb~pieoe steel sheet, 0.07471rich thick, of same rrutterbl and finish as dedt. For dreirw, cut hobs in the field. H. Repair Patrrt: Manufacturer's standard rust-Inhibktvs prkrrer of same color as prkner. PART 3 -EXECUTION 9.9 INSTALLATK)N A. Install deck panels and aoc~sortes per applkwble specNk~tions and oonxrientery in SDI PubYcation No. 30, manufacturer's written instructions, requirements in this Set3far, and as Indxwted. STEEL DECKING 059100 - 2 OF 9 NEW FAGLl7Y City of Cohanbia Heights Public Safiety Gentler Phass Two -Bid Packages Addendum Number One Sepaember 30, x008 Page 8 of 9 tai 861 488-6701 tax 661 488.2874 www.bustowarohitoots.com COUTAABUI HEIGFRS PUBLIC SERVICE CENTER B. Place deck paned on aupportlng frame and ad)tutt to ihrel poaftbn with soda accurately apgned and bearing on au~orpng t~ranre before being pannan~ly famed. Do not stretch or contrail side-I~ iiterlocks. C. Place deck panels flat and square and fasten to supporting•freme without warp ar dafledion. ' D. Cut and neatly ift deck panels and aotreasortes around apenings and other Wbrit ProJecting through or adjacent to deddng. E. Provide addiponal relnforcerrrertt end •cloeure pieces at openings as required for strength, corlprtuiq- of deddng, and support of other Wbrk. F. Comply wph AWS requirements and procedures for manual shielded rrtetat arc welding, appearance and qualRy of welds, and methods used for oorreding wekfing Work. O. Mectrankrel tasterters may be treed M lieu of weklhng do fasten dads. l:ocste mechanical fasMnars ' - and install per deck menuiaatrrers writMn instrtwpats. H. Roof Sump Pena and Stump Plates: Install over openings provided N roof deck and medtankwly fasten flanges to tap of deck Space mechankad fasteners not rrtae than 12 inches apart with at least 1 fastener et each corner. 1. Instep rektforoktg channels or zees in ribs to span between supports and machartkapy fasten. I. Misoepeneous Raof-Deck Accessories: Instep ridge and valley plates, fiNsh strips, end closures. and rek~forcirtg dtannNs per dedt mararfadurera wrpxen instructiorte. Wield to suhetrets to provide ' complete deck tnstapatkrn. 1. Weld cover plates at dtartges M diredbn of roof-deck partals, unless otherwise irldkxtted. J. Pour Stops end Girder Flllers: Weld steel sheet pour stops and gkder fillers to supporprrg structure ' per 8DI reoommendatkxta, unless otherwise Indkated. K. Fktor-0edc Closures: UVeid steel sheet column cbsures, cell closures, and 2-closures flo deck, per SDI recommertdetbns, to provide ttghtfiWng closures at open ends of rp~s and skies of deck. ' 3.2 • FIELD QUALITY CONTROL . A. TeNing: Owner will erne quapfied Independent testing agency to perform field qualfiy-control t~tir~. B. Field welds urill be sul>jact to inspedbn. C. Shear oonrtecior stud welds will ba tested and Inepecded per AWS D1.1. ' D. Remove and replace Work that does not comply ttdtlt specpied requirements. E. Addpkonal testing and inspecting, at Corttractar's expense, vdq he performed to detamtine trompliartce of oorreded Work wph spedfied requirements. 3.3 REPAIRS A. GalvanWng Repairs: Prepare and repair damaged galvanized tx>Nings on both stutaces of dads wph galvanized repair paint per ASTM A78D end menutantunx's wrpten tnstrtrctions. ' B. Repair Painting: Wire brush and clean rust spode. welds, and abraded areas on both surfat~s of Prime-paUtted deck imrrurdiatey- after instapation, and apply re~tr paint. t END OF SECTION NEW FAf~L17Y ()63100 - S OF S STEEL DECKING Sod of Addendum Number One Clry of Columbia Heights Public Safety Center Phase Tivo - Bld Packages dddendmn Number One September 30, 2008 Page 9 of 9 ' tel e61 485-6701 fax 861 488-2874 www.buetowa~chltaota.com 1 PART 1 -GENERAL SECTION 055000 METAL FABRICATIONS COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 1.1 SUMMARY A. Section Includes: 1. Shelf angles. ' 2. Loose bearing and leveling plates. 1.2 SYSTEM DESCRIPTION ' A. Performance Requiremerrts: 1. Thermal Movements: Provide exterior metal fabrications that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by ' preventing buckling, opening of joints, overstressing of components, failure of conriectbns, and other detrimental effects. Base engineering cak:ulaitbn on surface temperatures of materials due to bath sdar heat gain and nighttime-sky heat loss. a. Temperature Change (Range): 120 degrees F, ambient; 180 degrees F, material surfaces. 1.3 SUBMITTALS ' A. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Shaw anchorage and acx~essory items. 2. Provide templates for anchors and bolts specified for installation under other Sections. 3. For installed products indicated to comply with design loads, include structure! analysis data signed and sealed by the qualified professional engineer responsible for their preparation. B. Delegated-Design Submittal: For installed products indicated to compy with perfomrenoe ' requirements and design criteria, including analysis data signed and sealed by qualified professional engineer responsible for their preparation. C. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products furnished corrrpiy with requirements. D. Welding c:~tificates. E. Qualification Data: For professional engineer. F. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying ' that shop primers are compatible with topcx>ath. 1.4 QUALITY ASSURANCE ' A. Fabricator and Erector Qualfications: 1. Fabricator and erector shall each have a minimum of 5 years experierxe in performing Work of this Section. Fabricator and erector shall submit resumes showing compliance with Work experience requirement to Architect for written approval prior to starting Work. ' 2. Prior to start of Work, fabricator shall submit certltications to Architect and structure) engineer for written approval that they are registered and approved by building official, per IBC Chapter 17. Fabricator shall participate regulary in third party quality control program of AISC and be registered and approved by building official per IBC Chapter 17. Fabricator shall also be acceptable to structural engineer. 1 FOOTING-FOUNDATION PACKAGE 055000 -1 OF 4 METAL FABRICATIONS COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3. As an option to 2 above, Contractor may pay for fulF-time inspection during fabr~ation of Project steel. This inspection shall be conducted by Owner's inspection company (at fabricatan plant). In addition, fabricatbn plats shall also be acxeptable and appr~ed in writing by structural engineer, Architect, and building offidal. Do not proceed with steel fabrication Work until ArcFidect has provided final written approval. 4. Fabricators and erectors shall submit current welding certifications, for fabrication plant and field welding, to the AIE for written approval prior to start of welding. ff re-certification of welders is requin3d, nesting shall be Contractor's responsbiltty. B. Welding Qualifications: Qualify prok:edures and personnel per AWS D1.1/D1.1M, "Structural Welding Code -Steel." 1. Provide certification that welders to be employed in this Words have satisfactorily passed AWS qualification tests. C. Welding: Qualify procedures and personnel per the following: 1. AW'S D1.1. "Structural Welding Code-Steel." 1.5 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, .templates, and directions for installing anchorages, includ'mg sleeves, concrete inserts, anchor bolts, and diems with integral anchors, that are bo be embedded in concrete or masonry. Deliver such items to Project sibs in time for installation. B. Coordinate installation of steel weld plates and angles for casting into concrete that are specified in this Section but required for Work of another Section. Deliver such items to Project site in time for installation. PART 2 -PRODUCTS 2.1 METALS A. Metal Surfaces, Generate Provide materials with smooth, flat surfaces, unless indicated otherwise. For metal fabrications exposed to view in completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. B. Ferrous Metals: 1. Steel Plates, Shapes, and Bars: ASTM A3BJA36M. 2.2 FASTENERS A. Generel: Type 304 stainless-steel fasteners for exterbr use and zirr~plated fasteners with coating complying with ASTM 8633, Class Fe/Zn 5, at exterior walls. Provide stainless-steel fasteners for faste~nirlg aluminum. Select fasteners for type, grade, and class required. . B. Cast-in-Place Anchors in Concrete: Thre~de~d or wedge type; galvan¢ed ferrous castings, either ASTM A47/A47M malleable iron or ASTM A27/A27M cast steel. Provide bolts, washeus, and shims as needed, hot-dip galvan¢ed per ASTM A153/A153M. 2.3 MISCELLANEOUS MATERIALS A. Galvanizing Repair Paint: SSPC-Paint 20, high-zinc-dust-content paint for regalvanizing welds in steel. B. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107. METAL FABRICATIONS 055000 - 2 OF 4 FOOTING-FOUNDATION PACKAGE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' 2.4 FABRICATION A. General: Preassemble items in shop to greatest extent possible. Use connections that maintain structural value of joined pieces. ' 1. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges. Remove sharp or rough areas on exposed surfaces. 2. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth and blended. 3. Form exposed connections with hairline joints, flush and smooth, using conrrealed fasteners where posslble. Locate joints where least conspicuous. ' 4. Fabricate seams and other connections that will be exposed to weather in a manner fio exclude water. Provide weep holes where water may accumulate. 5. Where units are indicated to be cast into concrete or built into rr~sonry, equip with integrally ' welded steel strap anchors, not less than 24 inches on center. B. Shelf Angles: Fabricate shelf angles of sizes indicated and for attachment to framing. Fabricate with hor¢ontally slotted holes to receice 3/4 inch bolts, spaced nat more than 6 inches from ends arx124 ' inures on center. 1. Shelf Angles in Exterior Walls: Galvanize. 2. Furnish wedge Type concrete inserts, complete with fasteners, to attach shelf angles to cast- in-place ooncxete. ' C. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Drill plates to receive anchor bolts. 2.5 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish metal fabrications after assembly. B. Steel and Iron Finishes: 1. Not-dip galvanize items as indicated to comply with ASTM A1231A123M or ASTM A153/A153M as applicable. ' 2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with requirements indicated below for ernironmental exposure conditions of installed metal fabrications: ' a. Exteriors (SSPC Zone 1 B) and Items Indicated to Receive Z'ino-Rich Primer. SSPC- SP 6/IdACE No. 3, "Commercial Blast Cleaning " b. Interars (SSPC Zone 1A): SSPC~P 3, "Power Tool Cleaning ' PART 3 -EXECUTION ' 3.1 INSTALLATION A. General: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true. ' 1. Fit exposed connections accurately together. Weld connections that are not to be left as exposed joints but cannot be shop welded. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication. 2. Provide anchorege devices and fasteners where metal fabr~catlons are required to be ' fastened to in-place constnaction. 3. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. FOOTING-FOUNDATION PACKAGE 055000 - 3 OF 4 METAL FABRICATIONS COLUMBIA HEIGHTS PUBLIC SERVICE CENTER B. Set bearing and leveling plates on cleaned surtaces using wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor boles and pads solidy with nonshrink, nonmetallic grout C. Touch up surfaces and finishes after erection. 1. Galvanized Surtaxes: Clean fief welds. bolted connections, and abraded areas and repair galvanizing to oompy with ASTM A780. END OF SECTION METAL FABRICATIONS 055000 - 4 OF 4 FOOTING-FOUNDATION PACKAGE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER SECTION 071326 SELF-ADHERING SHEET WATERPROOFING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Modred bituminous sheet waterproofing. 2. Insulation. 12 SUBMITTALS A. Product Data: Include manufacturers written instructions for evaluating, preparing, and treating substn~te, technical data, and tested physical and performance properties of waterproofing. B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet fleshings, penetrations, inside and outside comers, and other termination conditions. C. Samples: For the following products: 1. 12 inch by 12 inch square of waterproofing and fleshing sheet 2. 12 inch by 12 inch square of insulation. 3. 4 inchby 4 inch square of drainage panel. D. Installer Certificates: Signed by manufacturers certifying that installers comply wkh requirements. E. Qualification Data: For Installer. F. Product Test Reports: Based on evaluation of comprehensive tests perFomied by a qualified testing agency, for waterproofing. G. Warranties: Special warranties specified in this Section. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A flrtn that is approved or licensed by waterproofing manufacturer for installation of waterproofing required for this Project. B. Source Limitations: Obtain waterproofing materials, protection course, and molded~heet drainage panels through 1 source from a single manufacturer. .~ C. Mock-ups: -Before beginning installation, install waterproofing to 100 square feet of wall to demonstrate surface preparation, crack and joint treatment, comer treatment, and execution quality. 1. if Architect determines mock-ups do not comply with requirements, reapply waterproofing and ' reinstall overlying construction until mods-ups are approved. 2. Approved mods-ups may become part of completed Work if undisturbed at time of Substantial Completion. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver liquid materials to Project site in original packages with seals unbroken, labeled with manufacturers name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged padkages in a clean, dry, protected location and within temperature range required by waterproofing manufacturer. FOOTINCrFOUNDATION PACKAGE 071326 -1 OF 5 SELF,ADHERING SHEET WATERPROOFING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER C. Remove and replace liquid materials that cannot be applied within their stated shelf life. D. Store rolls per manufacturers written instnictions. E. Protect stored materials from direct sunlight. 1.5 PROJECT CONDITIONS A. Ernrironmental Limitations: Appy waterproofing within range of ambient and substrete temperatures recommended by waterproofing manufacturer. .Do not appy waterproofing to damp or wet substrates. 1. Do not appy waterproofing in snow, rain, fog, or mist. B. Maintain adequate ventilation during preparation and application of waterproofing materials. 1.6 WARRANTY A. Special Manufacturer's Warranty: Manufacturers standard form in which manufacturer agrees to replace waterproofing material that does not comply with requirements or that fails to remain watertight within specified warranty period. 1. Waranty does not include failure of waterproofing due to failure of substrate prepared and treated per requirements or formation of new joints and cracks in substrate e~areeding 1/16 inch in wklth. 2. Warranty Period: 5 years from date of Substantial Completbn. B. Special installer's Warranty: Specified form, signed by Installer, covering Work of this Sedan, for warranty period of 2 years. 1. Warranty includes removing and reinstalling protectbn board, drainage panels, insulation, pedestals, and pavers on plaza decks. PART2-PRODUCTS 2.1 MODIFIED BITUMINOUS SHEET WATERPROOFING A. Modified Bituminous Sheet Not less than 60 mil thick, self-adhering sheet consisting of 56 mils of rubberized asphalt laminated to a 4 mil thick, polyethylene film wfth release Ilner on adhesive side. 1. Subject to compliance with requirements, provide one of the following: a. American Hydrotech, Inc.: VM 75. b. Carlisle Coatings 8 Waterproofing Inc.: CCW MireDRI 860/861. c. Grace, W. R. ~ Co.: Bituthene 3000. d. Henry Company: Blueskin WP 200. e. Meadows, W. R., Inc.: SealTight Mel-Rol. f. Nervastral, Inc.: BITU-MEM. g. Pecos Corporation: Duremem 700SM. 2. Physical Properties: a. Tensile Strength: 250 psi minimum; ASTM D412, Die C, modified. b. Ultimate Elongation: 300 percent minimum; ASTM D412, Die C, modified. c. Law Temperature Flexibility: Pass at minus 20 degrees F; ASTM D1970. d. Crack Cycling: Unaffected after 100 cycles of 1/8 inch movement; ASTM C836. e. Puncture Resistance: 40 pound-force minimum; ASTM E154. f. Hydrostatic-Head Resiistance: 150 feat minimum; ASTM D5385. g. Water Absorption: 0.15 percent we~ht-gain maximum after 48-hour immersion at 70 degrees F; ASTM D570. h. Vapor Permeance: 0.05 perms; ASTM E96, Water Method. SELF~IDHERING SHEET WATERPROOFING 071328 - 2 OF 5 FOOTING-FOUNDATION PACKAGE 1 t COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' 2.2 AUXILIARY MATFJ~IALS A. General: Furnish aurliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 1. Furnish I'iqu'~d-type auxiliary materials that comply with VOC I~rrits of authorities having jurisdiction. B. Primer. Liquid waterborne primer recommended for substrate by manufacturer of sheet t waterproofing material. C. SurFace Conditioner: Liquid, waterborne surface conditioner recommended for substrate by manufacturer of sheet waterproofing material. ' D. Liquid Membrane: Elastomeric, 2-component liquid, cok! fluid applied, trowel grade or low viscosity. E. Substrate Pafiching Membrane: Low viscosity, 2~omponent, asphalt-modified coating. ' F. Sheet Strips: Self-adhering, rubberized,asphaRsheat strips of same material and thickness as sheet waterproofing. ' G. Mastic. Adhesives, and Tape: Liquid mastic and adhesives, and adhesive tapes recommended by waterproofing manufacturer. H. Metal Termination Bars: Aluminum bars, approximately 1 by 1/8 inch thk~C, predrilled at 9 inctr ' I centers. Protecti C ASTM D6506 f fib i id h t l i l i f d h lti i . on ourse: s ee s o erg nera a c core, , sem r ass or m -re n or+ce ,asp g pressure laminated between iwo asphalt~aturated fibrous liners and as follows: . ' 1. Thickness: 1/8 inch, nominal. 2. Adhesive: Rubber-based soMent type recommended by waterproofing manufacturer for type of protection course. ' 2.3 INSULATION A. Board Insulatbn: Extrr~ed-polystyrene board insutatlon complying with ASTM C578, square edged. 1. Subject to compliance with requirements, provide products by one of the following: ' a. Diversifoam Products. b. Dow Chemical Company (The). c. Owens Coming. d. Pactiv Building Products. ' e. T. Clear Corporation. 2. Type IV, 25 psi minimum compressive strength. ~CECUTIO PART 3 - F N ' 3.1 EXAMINATION . . A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance. 1. Verify that concrete has cured and aged for minimum tune period recommended by ' waterproofing manufacturer. 2. Verify that concrete is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method per ASTM Q4263. 3. Proceed with installation only after unsatisfactory conditions have been corrected. ' FOOTINGFOUNDATION PACKAGE 071326 - 3 OF 5 SELF,ADHERING SHEET WATERPROOFING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.2 SURFACE PREPARATION A. Clean, prepare, and treat substrates per manufacturer's written instructions. Provide clean, dust- free, and dry substrates for waterprooflng application. B. Mask off adjoining surfaces not receiving waterproofing ~ prevent spillage and overspray affecting other construction. C. Remove grease, oil, bitumen, fomr-release agents, paints, curing compounds, and other penetrating contaminants or film-fomring coatings from concrete. D. Remove fins, ridges, mortar, and other projections and fill honeycomb, aggregate pockets, holes, and other voids. E. Prepare, fill, prime, and treat joints and cracks in substrates. Remove dust and dirt from joints and cracks per ASTM D4258. 1. Install sheet strips and center over trued construction and contraction joints and cracks exceeding a width of 1/16 inch. F. Comers: Prepare, prime, and treat inside and outside comers per ASTM D6135. 1. Install membrane strips centered over vertical inside comers. Install 3J4 inch fillets of liqukl membrene on horizontal inside comers and as follows: a. At footing-to-wall intersections, extend liquid membrene each direction from comer or install membrane strip centered over comer. G. Prepare, treat, and seal vertical and horizontal surfaces at terminations and penetrations through waterprooflng and at drains and protrusions per ASTM D6135. 3.3 MODIFIED BITUMINOUS SHEET WATERPROOFING APPLICATION A. Install modified bfluminous sheets per waterproofing manufacturers written instructions and per recommendations in ASTM D6135. B. Apply primer to substrates at required rate and alk„nr to dry. Limit priming to areas that will be covered by sheet waterproofing in same day. Reprrme areas exposed for more than 24 hours. C. Apply and firmly adhere sheets over area to receive waterproofing. Accurately align sheets and maintain uniform 2-1/2 inch minimum lap widths and end laps. Overlap and seal seams and stagger end laps to ensure watertjght installation. 1. When ambient and substrate temperatures renge between 25 and 40 degrees F, install self- adhering, modified bituminous sheets pnxluk:ed for low-temperature application. Do not use low-temperature sheets if aml~ent or substrate temperature is higher than BO degrees F. D. Apply continuous sheets over sheet strips bridging substrate cracks, construction, and contraction joints. E. Seal exposed edges of sheets at terminations not concealed by metal counterflashings or ending in reglets with mastic. F. Repair tears, voids, and lapped seams in waterproofing not complying with requirements. Slit and flatten fishmouths and blisters. Patch with sheet waterproofing extending 6 inches beyond repaired areas in all du+ections. G. Install protection course wnh butted joints over waterproofing membrane immediately. 1. Board insulation may be used to place of a separate protection course to vertical applications when approved by waterproofing manufacturer and installed immediately. H. Coned deficiencies in or remove sheet waterproofing that does not comply with requirements; repair substrates, reapply waterproofing, and repair sheet fleshings. SELF,ADHERING SHEET WATERPROOFING 071326 - 4 OF 5 FOOTING-FOUNDATION PACKAGE ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER ' 3.4 INSULATION INSTALLATION A. Install one or more layers of board insulation to achieve required thickness over waterproofed surfaces. Cut and fit to within 3J4 inch of projections and penetrations. ' B. On vertical surfaces, set insulation units in adhesive or tape applied per manufacturer's written instructions. ' 3.5 FIELD QUALITY CONTROL A. Engage a ful~tirne site repn3sentative qualified by waterproofing membrene manufacturer to inspect substrate conditions; surface preparation; rnembrene application, fleshings, protection, and dreinage ' components; and to furnish daily reports to Architect. 3.6 PROTECTION AND CLEANING ' A. Protect waterproofing from damage and wear during remainder of construction period. B. Protect installed board insu~tion from damage due to W light, harmful weather e~osures, physical abuse, and other causes. Provide temporery coverings where insulation will be sut~ject to abuse and ' cannot be corus;aled and protected by permanent oonstrudlon immediately at~r installation. C. Clean spillage and soiling from adjacent construction using deaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION ' i 1 L FOOTING-FOUNDATION PACKAGE 077326 - 5 OF 5 SELF-+ADHERING SHEET WATERPROOFING ' COLUMBIA HEIGHTS PUBLIC SERVICE CENTER SECTION 312333 TRENCHING AND BACKFILLING ' PART 1 -GENERAL ' 1.1 SUMMARY A. Section Includes: 1. Excavating and backfilling for buikdings and structures. ' 2. Excavating and backfilling far utilRy trenches. 1.2 DEFINITIONS ' A. Badcfill: Soil material used to fill an excavation. 1. Initial Backfill: Baddill placed beside and over pipe in a trench, including haunches to support sides of pipe. ' 2. Final Backfill: Badcfill placed over initial backflll to fill a trench. B. Base Course: Coun;e placed between subbase course and hot-mix asphalt paving. ' C. D Bedding Course: Course placed over excavated subgrade in a trench before laying pipe. B S il ti f il i f S t t d f ff it fill kfill b . onaw : e o a s ac ory so mpor e rom o -s or use as . or ac E. Excavation: Removal of material encountered above subgtade elevations and to lines and ' dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions changes in Work. ' 2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as remedial Work directed by Architect, shall be without additional compensation. t F. Fill: Soil materials used to raise existing grades. G. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below ground., surface. H. Subbase Course: Course placed between subgrade and base course for hot mix asphaR pavement, or course placed between subgrade and a cement concrete pavement or a cement concrete or hot- ' mix asphalt walk. I. Subgrade: Surtace or elevation remaining after completing excavation, or top surtace of a fill or ' backfill immediately below subbase, drainage fill, or topsoil materials. J. Utilfiies: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. ' PART 2 -PRODUCTS ' ~ 2.1 SOIL MATERIALS A General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. FOOTING-FOUNDATION PACKAGE 312333-1 0F4 TRENCHING AND BACKFIWNG COLUMBIA HEIGHTS PUBLIC SERVICE CENTER PART 3 -EXECUTION 3.1 PREPARATION A. Protect stnactures, settlement, lateral operations. uti~tles, sidewalks, pavements, and other facilities from damage caused by ' movement, undermining, washout, and other hazards created by earthwork B. Paned and maintain erosion and sedimentation controls during operations. 3.2 EXCAVATION A. Unclassified Excavation: Excavate to subgrade elevations regardless of chared~er ~ surface and subsurface conditions encountered. Unclassified exr~vated materials may inducts rodk, soil materiak, and obstructions. No changes in Contract Sum or Contract Time will be authored for rock excavation or removal of obstructions. 1. ff excavated materials intended for fill and badtfill inducts unsatisfactory soil materials and rock, replace wtih satisfadbry soil rrrater~is. 3.3 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within tolerance of plus or minus 1 inch. If applicable, extend excavations a suffiktient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other Work. 3.4 EXCAVATION FOR WALKS AND PAVEMENTS A. Exks~vate surfaces under walks and pavements to indiks~ted lines, cross sections, elevations, and subgrades. 3.5 EXCAVATION FOR UTILITY TRENCHES A. Exks~vate trenches to Indicated gradients, lines, depths, and elevations. B. Exks~vate trenches to uniform wiidths to provide the folkywing clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit, unless otherwise indicated. "" 1. Clearance: 12 inches each side of pipe or conduit unless indicated otherwise. C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrede to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of oondu'ds. Remove projecting stones and sharp objects along trench subgrade. 1. Excavate trenches S inches deeper than elevation required in rods or other unyielding bring material, 4 inches deeper elsewhere, to allow for bedding course. 3.6 SUBGRADE INSPECTION A. Proof-roll subgrade below building slabs and pavements with heavy pneumatio-tired equipment to identify soft pockets and areas of exkxrss yielding. Do not proof-roll wet or saturated subgrede~s. B. Reconstruct subgredes damaged by freezing temperatures, frost, rain, accumulated water, or ' construction activ~ies, as directed by Architect, without additional compensation. TRENCHING AND BACKFILLING~ 312333 - 2 OF 4 F007'ING-FOUNDATION PACKAGE 1 I 1 COLUMBIA HEIGHTS PUBLK; SERVICE CENTER 3.7 UNAUTHORIZED EXCAVATION A Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundafion or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi, may be used when approved by Archtiect. 1. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 3.8 STORAGE OF SOIL MATERIALS A. Stockpile bonow soil materials and excavated satkfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile sal materials away from edge of excavations. Do not store wrThin drip line of remaining trees. ' 3.9 UTILITY TRENCH BACKFILL A. Place badcfill on subgredes free of mud, frost, snow, or ice. B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to ' provide continuous support for bells, joints, and barrels of pipes and for joints, fittings; and bodies of conduits. C. Backfill trenches excavated under footings and within 18 inches of bottom of footings wtih satisfactory ' sal. Fill with concrete, as specfied in Section 033000, to elevation of bottom of footings. D. Place and compact final backfill ~ satisfactory sal to final subgrade elevation. 3.10 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfitl and fill sal materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material ' compacted by hand-operated tampers. B. Place backfill and fill sal materials evenly on all sides of structures to required elevations, and uniformly along full length of each strix~ire. ' C. Compact sal materials to peroentages of maximum dry unit weight per ASTM D1557-95 recommended by geotechnical engineer. 1. Under stnx~ures, building slabs, steps, and pavements, scarify and recompact top 12 inches of ' existing subgrade and each layer of backfill or fill soil material as recommended by geotechnical engineer. 2. Under walkways, scarify and reoompad top 6 inches below subgrade and compact each layer ' of backfill or fill soil material at 92 percent. 3. For utility trenches, compact each layer of initial and final backfill soil material at 85 percent. 3.11 FIELD QUALITY CONTROLS A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field qualit~c:ontrol testing. ' B. Footing Subgrede: At footing subgrades, at I~st 1 test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect ' C. Testing agency will test compaction of sale in place per ASTM D7556, ASTM D2167, ASTM D2922, and ASTM D2937, as applicable. D. When testing agency reports that subgrades, fills, or backfifls have not achieved degree of compaction ' speafied, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. ' FOOTING-FOUNDATION PACKAGE 312333 - 3 OF 4 TRENCHING AND BACKFILLING COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.12 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specfied tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. C. Where settling occurs before Protect correction period elapses, remove finished surfacing, backfiN with additional soil material, compact, and reconstruct surfacing. 7. Restore appearance, quality, and conditbn of finished surfacing to match adjacent Work, and eliminate evkience of restoration to greatest extent possible. 3.13 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's properly. END OF SECTION TRENCHING AND BACKFIWNG 312333 - 4 OF 4 FOOTING-FOUNDATION PACKAGE 1 1 Li 1 1 1 1 COUJMBIA HEIGHTS PUBLIC SERVICE CENTER SECTION 334600 SUBDRAINAGE PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Subdrainage systems for foundations. 1.2 SUBMITTALS A. Product Data: For each type of drainage panel indicated. PART2-PRODUCTS 2.1 PIPING MATERIALS A. Refer to "Piping Applications" Article in Part 3 for applications of pipe, fitting, and joining materials. 2.2 PERFORATED-WALL PIPES AND FITTINGS - . A. Perforated PE Pipe and Fittings: ASTM F405 or AASHTO M 252, Type CP; h~ry-duty cortugated, for coupled joints. 1. Couplings: Manufacturers standard, band type. 2.3 SOIL MATERIALS A. Backfill, drainage course, impervious fill, and satisfactory soil materials are specified in Section 312000 -Earth Moving. 2.4 GEOTEXTILE FILTER FABRICS A. Description: Fabric of PP or polyester fibers or combination of both, with fkrw retie range from 110 to 330 gpm per square foot when tested per ASTM D4481. 1. Structure Type: Nonwoven, needle-punched continuous filament. 2. Style(s): Sock. PART 3 -EXECUTION 3.1 EARTHWORK A. Excavate, trench, and backfill per civil documents. 3.2 PIPING APPLICATIONS A. Underground Subdrainage Piping: 1. Perforated PE pipe and fittings, couplings, and coupled joints. 3.3 FOUNDATION DRAINAGE INSTALLATION A. Place impervious fill material on subgrade adjacent to bottom of tooting after concrete footing forms have been removed. Place and compact impervious fill to dimensions indicated, but not less than 6 inches deep and 12 inches wide. FOOTING-FOUNDATION PACKAGE 334600-1 OF 3 SUBDRAINAGE COLUMBIA HEIGHTS PUBLIC SERVICE CENTER B. Place impervious fill on subgrade adjacent to bottom of footing and compact to dimensions indicated, but not less than 6 inches deep and 12 inches wide after concrete footing forms have been removed. C. Lay flat-style geotextile filter fabric in trench and overlap trench sides. D. Place supporting layer of drainage course over compacted subgn~de and geotextile filter fabric, to compacted depth of not less than 4 inches. E. Encase pipe with sock-style geotextile filter fabric before installing pipe. Connect sock sections with tape. F. Install drainage piping as indicated in Part 3 "Piping Installation" Article for foundation subdrainage. G. Add drainage course to width of at least 6 inches on side away from wall and to top of pipe to periomn tests. H. After sat factory besting, cover drainage piping to width of at least 6 inches on side away from footing and above top of pipe to within 12 inures of finish grade. I. Inctall drainage course and wrap top of drainage course with flatstyle geotextile filter fabric. J. Place layer of flat-style geotextile fiter fabric over bop of drainage course, overlapping edges at least 4 inches. K. Place Initial backfiN material over canpacted drainage course. Place material to loose-depth layers not exceeding 6 ind~es. Thoroughly compact each layer. Final backfill to finish elevations and slope away from building. 3.4 PIPING INSTALLATION A. Install piping beginning at low points of system, true to grades and alignment indicated, with unbn~ken continuity of invert. Bed piping with full bearing in fikering material. Install gaskets, seals, sleeves, and couplings per manufacturers wrfiten instructions and other requ'rremerrts indicated. 1. Foundation Subdrainage: Install piping pitched dawn in direction of flow, at a minimum slope of 0.5 peroent and with minimum cover of 36 inures, unless othennrise indicted. 2. Lay perforated pipe with perforations down. B. Use increasers, reducers, and couplings made for different sixes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flaw is prohibited. C. Install PE piping per ASTM D2321. 3.5 PIPE JOINT CONSTRUCTION A. Join PE Pipe, tubing, and ftbngs wfih couplings for sod-tight joints per AASHTO's "Standard Specifications for Highway Bridges," Division 11, Section 26.42.4, "Joint Properties." B. Join perforated, PE pipe and fittings with couplings for soil-tight joirrts per AASHTO's "Standard Specifications for Highway Bridges " D'nrision II, Section 26.4.2.4, "Joint Properties"; or per ASTM D2321. C. Special Pipe Couplings: Join piping made of differerrt materials and dimensions with special couplings made for this application. Use couplings that are compatible with and fd materials and dimensions of both pipes. 3.6 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings. and specialties. B. Where required, connect bw elevations of foundation subdreinage to stomnwater sump pumps. SUt3DRAiNAGE 334®00 - 2 OF 3 FOOTING-FOUNDATION PACKAGE I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COLUMBIA HEIGHTS PUBLIC SERVICE CENTER 3.7 FIELD QUAIJTY CONTROL A. Testing: After installing drainage course to top of plping, test drain piping with water to ensure free flow before backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. 3.8 CLEANING A. Clear interior of installed piping and structures of dirt and other superfluous material as Work progresses. Maintain swab or drag in piping and pull past each joint as R is completed. Place plugs in ends of uncompleted pipe at end of each day or when Work stops. END OF SECTION FOOLING-FOUNDATION PACKAGE 334600 - 3 OF 3 SUBDRAINAGE