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Home My WebLink AboutContract A✓ CAG-06-044 ® �. Document A101 TM — 1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the i day of matin the year of 02006 (In words, indicate day,month and year) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, address and©thee information) completion.The author may also have revised the text of the original City of Renton AIA standard form.An Additions and 1055 South Ct ady Witty Deletions Report that notes added Renton,WA 98055,'-' information as well as revisions to the standard form text is available A, from the author and should be an&the Contr .pr. reviewed.A vertical line in the left (Name,address and oder;(ttformation) margin of this document indicates where the author has added Ohnt,Coiwittuction C l sane fi necessary information and where South the author has added to or deleted lani, y from the original AIA text. Telephone Numb 2 29 Fax Number:206-3 This document has important legal consequences. Consultation with an ,. The Project is: attorney is encouraged with respect (Name and loc irrn) to its completion or modification. AIA Document A201-1997,General New-Park it 23 1'r1'ttttAvenue NE and NE 3rd Court Conditions of the Contract for 233 Union Ave NE and.Nrd Court,Renton,WA Construction,is adopted in this document by reference.Do not use Tlhe Arctut 00: with other general conditions unless (Now,address and other in this document is modified. 1.A.Brennan,,i A c ci;tes..:., This document has been approved 100 S.Ding Street,'Suite 200 and endorsed by The Associated Seattle,WA' 9$101 General Contractors of America. The Owner and Coutrago vee as follows. a:4 , AIA Document A101 TM—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_1 which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either written or oral.An enumeration of the Contract Documents,other than Modifications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated W- orprovision is made for-the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of Commencement if it differs from the date of this Agreement or, if applicable,state that the date will be fined in-a notice4aproceed.) The commence ment date will be fixed in a notice to proceed. If,prior t4,the coratnence wnt of the Work,the Owner requires time to file mortgages,mechanic's liens and other security interestsjhe Owner's time requirement shall be as follows: §3.2,Tfiel, ntract Time sb l be measured from the date of Notice to Proceed.. I §3.3 The Contractor shall"achieve Substantial Completion of the entire Work not later than 150 days from the date ofcom encement,or as:follows: (huert number of calendar days.Altertwavely, a calendar date maybe used when coordinated with the date of commencement;..Unless stated els where in the Contract Documents, insert any requirements for earlier Substantial Complefon;of certain portions a,fth,-i Work.) Pp#ton of Work Substantial Completion Date 150 calendar days from Notice to Proceed. subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, or liquidated damages relating to failure to complete on time or for bonus payments for .early eomplethon of the Work.) Liquidated t damages of'$1,000.00 each calendar day. ARTICLE 4 CONTRACT SUM §4.1 The.Ownelr shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Ctkttttaot.Tl' Contract Sum shall be Nine Hundred Ninety-four Thousand Nine Hundred Ninety Dollars and hourteett Chits $994,990.14),subject to additions and deductions as provided in the Contract Documents. §4.2',Tho,Cbm1mct Sum is based upon the following alternates,if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) AIA Document A101Tm—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA! Document is protected by U.S.Copyright Law and International Treaties. .1 Unauthorized reproduction or distribution of this AIA! Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_1 which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) `MW ``.0` Alternate#1 -Install benches per Plan,install portion of timber guardrail per Plan,Install backstop per Plan,install distance marker signage per Plan. Alternate#2-Install picnic shelter per Plan. Alternate#3-Install drainage system per Plan. Alternate#4-Install traffic bulbs per Plan. Alternate#5-Install shrub and groundcover plantings per Plan. 4,3 Unit prices,if any,are as follows: De sol"iption Units Price($0.00) Not Il f'11CL ,PAYMENTS i P � Y ENT 1 113 .uptrlt Applications for Payment submitted to the Architect by the Contractor and Certificates for l -ay r t t5edalythe Architect,the Owner shall make progress payments on account of the Contract Sum to the c ttr f as trtvided blow and elsewhere in the Contract Documents. The e"coveredby each Application for Payment shall be one calendar month ending on the last day of innnthfAV=as follows: gar lt�ph ddeted) 5�t ate City of I tlton operates on a two-week cycle according to the 2006 Accounts Payable Calendar,a copy k of tich� I l be provida4 =the Contractor. Applications for Payment must be received by the Owner a minimum of c n W''t-prior to any Purchase Order cutoff date to be processed in that run. Par h ppiit on f'pr Payment shall be based on the most recent schedule of values submitted by the e tractor hiAbco nce with the Contract Documents.The schedule of values shall allocate the entire Contract ane various portions ofilto°9Vork.The schedule of values shall be prepared in such form and supported 'by such."tii substantiate its accurty as the Architect may require. This schedule,unless objected to by the _d Iva sfitdl.-b t d as a Basis for reviewing the Contractor's Applications for Payment. ft, „ ations for Payment sl ll dicate the percentage of completion of each portion of the Work as of the of� pd covered by rte Application for Payment. 5:1.6>Subjept to other provisions of the Contract Documents,the amount of each progress payment shall be computed as,, llows: (, Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of Five percent 5.00%).Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Section 7.3.8 of AIA Document A201-1997; Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retamage of Five percent per pay request;( 5.00%); .3 Subtract the aggregate of previous payments made by the Owner;and AIA Document A101 Tm—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties. 3 Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_I which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) v.. .4 Subtract amounts,if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-1997. 5.1'Z The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add,upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the full amount of the Contract Sum,less such amounts as the Architect shall determine for incomplete Work,retainage applicable to such work and unsettled claims;and (Section 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Compled6n of Work with consent of surety, if any.) .2 Add,if fil 41 completion of the Work is thereafter materially delayed through no fault of the Contractor,any additional amounts payable in accordance with Section 9.10.3 of AIA Document .A201,400. ":1 ctiori,or lunitatttiiispf retainage,if any,shall be as follows: i t �tPt lel r trt substantial Completion of the entire Work, to reduce or limit the retainage resulting from the tnagnerted 5i~tions 5.1.61 and 5.1.62 above, and this is not explained elsewhere in the Contract Daetx� ts, li� t�t'heto liitvtstons for such reduction or limitation.) Ndtat� x.5:1 9 Excpt�� `�°the Owner's prior approval,the Contractor shall not make advance payments to suppliers for rt t or ment vsthi i have not been delivered and stored at the site. JN §5:24,1ut panrtfynt nt ing the entire unpaid balance of the Contract Sum,shall be made by the Owner to the contraot, hen;. ."1' the�ntcac to -has fully performed the Contract except for the Contractor's responsibility to correct Aided in SFi�ctitop 12.2.2 of AIA Document A201-1997,and to satisfy other requirements, extend bey bd final payment;and .Qcniftcate, orTAyment has been issued by the Architect. 3 C`lI Council accept ,project as complete,and State of Washington Release of Retainage has �,',been subm :' §142,2 The'Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Cer(al fctz Payment,or as follows: AR O� �1111AI ION OR SUSPENSION fih.1 The 0 ±be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997.'' §;8.2 TheW9 rk may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997. ARCICl.E7;; (I0 fLLANEOUS PROVISIONS 1A)�xd reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract ;0,CW'0iiW i 'i4erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. AIA Document A101TM—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA!Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be 4 prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_1 which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) §7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) -- )per annum (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect thelidity of this provision. Legal advice should be obtained with respect to deletions or modifications,and alb' z garding requirements such as written disclosures or waivers.) §73 The Owner's repftsentative is: (Name, address und®tlr''information) Bill Rasmussen 1055 South Qial:ly'Getty Renton,''W`A 9808$ Telephone Nutter 42$'J, 5617 Fax Number: Q 4314.„ §7.4-The Contrao "r pt Live is: (.Name,add ss ai vthe4* ation) Harlen Weber Oh .Cns#ructten y 9416 Mattiut L South TelephowNutt f � 029 Fax Number.206-3 §7.5 Neither the Ouict ems the Contractor's representative shall be changed without ten days written notice to the other party. ... §76 Otherprovisions: i None ARTICLE$• 'EIUMERATI T DOCUMENTS §81 The Conttnaet Dt umr ftt ,et i 'for Modifications issued after execution of this Agreement,are enumerated as f0flows: §8.1.1 The Agree n a e`tlecuted 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AlA Doet eit 997. §;8.1.2 The l`e-upf,41Dnditions are the 1997 edition of the General Conditions of the Contract for Construction,AIA Document A , §8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated J March 13,,2006,,,and are as follows t 00tttnont Title Pages Proe�ct Manual New Park at NE 3rd Court Complete Manual and Union Ave NE §8.1.4 The Specifications are those contained in the Project Manual dated as in Section 8.1.3,and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Project Manual Specifications,Division O,Division 1-10,Division 13,Division 15-16,Appendix A AIA Document A101 TM—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974.1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_1 which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) Section Title Pages §8.1.5 The Drawings are as follows,and are dated unless a different date is shown below: (Dither list the Drawings here or refer to an exhibit attached to this Agreement.) 1 Bid Set New Park at NE 3rd Court and Union Avenue NE;City of Renton; King County Number Title Date D-1,D-2 Demolition Plan 3/13/2006 C-LO,-through C4.3 CIVIL-TESC,Paving, 3/13/2006 Storm Drainage,Utility 441through L-15 Landscape 3/13/2006 A-1 through Al 8` Architectural 3/13/2006 S 1.1 through S-*1 Structural 3/13/2006 NI,M2 := Mechanical 3/13/2006 E1,.0,1310 Electrical 3/13/2006 �" + 815TItet Atldet&,ifattE ,. as follows: NONE Number Date Pages Pdrtions of rick ft rel ti#tgto bidding requirements are not part of the Contract Documents unless the bidding ruirtents aie'alsutttted in this Article 8. 8 0 Od docui*utt,iifeo, rming part of the Contract Documents are as follows: (1, here tty 10404 o iiments that are intended to form part of the Contract Documents.AIA Document A201- 190, th"�Ow I requirements such as advertisement or invitation to bid, Instructions to Bidders, sample ft7tr an&1!he Ctirttructit~"s bid are not part of the Contract Documents unless enumerated in this Agreement. They Ott °lie"listed hers ottdy? ffratended to be part of the Contract Documents.) 'Phis A ttt .At�d into as o t to day and year first written above and is executed in at least three original of whtoh oit f to be delivered to the Contractor,one to th chitect u in the administration of the Cold iraet,and they remainder tct>.th er. V ER(S ature) "ONTRAC ( tgnatureKathy Keolk fR , ><(Printed name and tti��;l " �.� and title) A z:�.(JL2a:�C-ors ATTEST(Signature) " Bonnie Walton,City Clerk (Ft �tit4 t*d title) AIA Document A101 TM—1997.Copyright ©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties. 6 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:26:30 on 04/25/2006 under Order No.1000232520_1 which expires on 5/9/2007,and is not for resale. User Notes: (1149141320) w.r+ = ® Document A201 Tr+l - 1997 Ceheral Conditions of the Contract for Construction fitrthe following PROJECT: (Name and location or address): blank documents TIRE OWNER. (Name and addles : ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion.The author may also have revised the text of the TWOWIlfEC � original AIA standard form.An ( + ) Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. TABLE OF'ARTfChS A vertical line in the left margin of this document indicates where 1 GENERAL-PROVISIONS the author has added necessary information and where the author 2 t3iVNI:R;. has added to or deleted from the original AIA text. 3',n- CONTRA 0R This document has important legal consequences. _ 4DA" ION,'OF THE CONTRACT Consultation with an attorney is encouraged with respect to S`V` SUSCbNTRACTORS its completion or modification. II Ct?NSIJCTION.BY OWNER OR BY SEPARATE CONTRACTORS This document has been approved and endorsed by The Associated General Contractors 7 ANGES IN THE, of America . .. $ TIME 9 PAYMENT ID COMPLETION 1tl ` PROTECTION OF PERSONS AND PROPERTY 1;t: II±II :AND BONDS 12 UNCOVERING AND CORRECTION OF WORK t IIiIELLANEOUS PROVISIONS I4 T1,INATION OR SUSPENSION OF THE CONTRACT AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this A10 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) `.r' INDEX 3.1.3,4.2,4.3.4,4.4,9.4,9.5 (Numbers and Topics in Bold are Section Headings) Architect's Approvals 2.4,3.1.3, 3.5.1,3.10.2,4.2.7 Acceptance of Nonconforming Work Architect's Authority to Reject Work 9.6.6,9.9.3, 12.3 3.5.1,4.2.6, 12.1.2, 12.2.1 Acceptance of Work Architect's Copyright 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3, 12.3 1.6 Access to Work Architect's Decisions 3.16,6.2.1,123 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1,4.4.5, Accident Prevention 4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2,9.4, 4.2.3, 10 9.5.1,9.8.4,9.9.1, 13.5.2, 14.2.2, 14.2.4 Acts and Omissions, , Architect's Inspections 3.2,3.3.2,3.12.8,318,4.2.3,,4.3.8,4.4.1,8.3.1, 4.2.2,4.2.9,4.3.4,9.4.2,9.8.3,9.9.2,9.10.1, 13.5 9.5.1, 10.2.5, 13.4: 13 ; 14:'1, Architect's Instructions Addenda 3.2.3,3.3.1,4.2.6,4.2.7,4.2.8,7.4.1, 12.1, 13.5.2 1-1.1,3.11 Architect's Interpretations Additional Cost,�ima fi 3�r 4.2.11,4.2.12,4.3.6 4.3.4,4:3:5 4 3, 1 1,,..1(13 Architect's Project Representative Additional lnsp dgns `esting 4.2.10 9:8.3,12.2.1;113.5 Architect's Relationship with Contractor Additional 11me,-0�' for: 1.1.2, 1.6,3.1.3,3.2.1,3.2.2,3.2.3,3.3.1,3.4.2,3.5.1, 43.4,433 8 3 2' 3.7.3,3.10,3.11,3.12,3.16,3.18,4.1.2,4.1.3,4.2, ADMINIRTRAIbON b TM CONTRACT 4.3.4,4.4.1,4.4.7,5.2,6.2.2,7,8.3.1,9.2,9.3,9.4, 3.1.3,4,.9.4,9.5 9.5,9.7,9.8,9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, Adverti tent or.It>"n to Bid 13.4.2, 13.5 1.1;1 Architect's Relationship with Subcontractors Aesthetic Effect 1.1.2,4.2.3,4.2.4,4.2.6,9.6.3,9.6.4, 11.4.7 4.2.13,4-5-1 Architect's Representations Allowances 9.4.2,9.5.1,9.10.1 3.8 Architect's Site Visits All-risk Insuranoe,' 4.2.2,4.2.5,4.2.9,4.3.4,9.4.2,9.5.1,9.9.2,9.10.1, 13.5 Applications for Payment Asbestos 4.2.5,7.3.8,91,94;,9A 9.5.1,4�44,9.7.1,9.8.5, 10.3.1 9;10, 11.1.3, 14 ; ;�l�4.3° Attorneys' Fees Approvals 3.18.1,9.10.2, 10.3.3 2.4 3.1.3,3.5,3.10.2,3.1 ;4 � 2, 13.4.2, 13.5 Award of Separate Contracts ArbittratioB 6.1.1,6.1.2 4:3.3,4.4,4.5.1,4.5.2;`4.6,8.11,A93.1, 11.4.9, Award of Subcontracts and Other Contracts for 11.4.111 Portions of the Work Architect 5.2 4.1 Basic Definitions ;Architect,,Definition of 1.1 4.1.1 Bidding Requirements Architect,EI tedtOT-,A ththority 1.1.1, 1.1.7,5.2.1, 11.5.1 2.4;3.12.7,42,4%, A,5.2,6.3,7.1.2,7.3.6,7.4, Boiler and Machinery Insurance 9.2,9.3.1,9.4,9.5,9.8.3,9.10.1, 9.10.3, 12.1, 12.2.1, 11.4.2 13,53, 13.5.2,.14.2.2, 14.2.4 Bonds,Lien Architect,Limitations of Authority and 9.10.2 Responsibility Bonds,Performance,and Payment 2.1.1,3.3:3 3,1 .4,3.12.8,3.12.10,4.1.2,4.2.1, 7.3.6.4,9.6.7,9.10.3, 11.4.9, 11.5 4.2.2,4.2.3,'4.2 6,4.2.7,4.2.10,4.2.12,4.2.13,4.4, Building Permit 5.2.1,7.4,9.4.2,9.6.4,9.6.6 3.7.1 Architect's Additional Services and Expenses Capitalization 2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 1.3 Architect's Administration of the Contract Certificate of Substantial Completion AIA Document A201 TM—1997.Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA'" Document is protected by U.S.Copyright Law and International Treaties. 2 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.10001 17582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) 9.8.3,9.8.4,9.8.5 1.6.1,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4.4.8,4.6.4, Certificates for Payment 4.6.6,9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 4.2.5,4,2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1,9.10.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 9.10.3, 13.7, 14.1.1.3, 14.2.4 Concealed or Unknown Conditions Certificates of Inspection,Testing or Approval 4.3.4,8.3.1, 10.3 13.5,4 Conditions of the Contract Certificates of Insurance 1.1.1, 1.1.7,6.1.1,6.1.4 9.10.2, 11.1.3 Consent,Written Change Orders 1.6, 3.4.2,3.12.8, 3.14.2,4.1.2,4.3.4,4.6.4,9.3.2, 1,1.1,2.4.1,3;4.2,3.8,2.3,3.11.1,3.12.8,4.2.8,4.3.4, 9.8.5,9.9.1,9.10.2,9.10.3, 11.4.1, 13.2, 13.4.2 4.3.9,5.2.3,7,1`,7.2,7.3,8.3.1,9.3.1.1,9.10.3, CONSTRUCTION BY OWNER OR BY 11.4.1.2, 11.4.4; 11.4,9, 1 .1.2 SEPARATE CONTRACTORS Change Orders,Definition of 1.1.4,6 7.2.1 Construction Change Directive,Definition of CHANGES IN THE WORK:: 7.3.1 3,11,4.18,7,8.3.1,93.1.1, 1;1",4.9 Construction Change Directives Claim,monition of 1.1.1,3.12.8,4.2.8,4.3.9,7.1,7.3,9.3.1.1 4.3.1 Construction Schedules,Contractor's Claln0:aad Disputes 1.4.1.2, 3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 3.2`.3;4:3;4.4,4 5 4.6,61.1,`6.3,7.3.8,9.3.3,9.10.4, Contingent Assignment of Subcontracts 10.3.3 5.4,14.2.2.2 Claims and Timely Af rttb* Claims Continuing Contract Performance 4 6S 4.3.3 Claims for Additional.�t"" . Contract,Definition of 3.2.3,4.3.4,4.34 4.34;61;:1..1;7.3.8, 10.3.2 1.1.2 Claims°fQr Additloinat ime CONTRACT,TERMINATION OR 3.23,4:14;4.3:7.6.1.1,8,4,3 " x.3.2 SUSPENSION OF THE Claims for Coubealed"onown Conditions 5.4.1.1, 11.4.9, 14 4.344 Contract Administration Claims for Damages 3.13,4,9.4,9.5 "3.2:3,3,18,4,3.10,6.1.1,"8:3,3,9.5.1,9.6.7, 10.3.3, Contract Award and Execution,Conditions Relating 11.1.1, 1"1.4.5, 11.4 7,"1441 , 14.2.4 to Claims Sulj tto,,Arbi tion 3.7.1,3.10,5.2,6.1, 11.1.3, 11.4.6, 11.5.1 4.4:1,485.1;4.6.1 Contract Documents,The Cleanifrtg"" ,p- 3.15,,,6.3 Contract Documents,Copies Furnished and Use of Cow cement of Statuta y l Lion Period 1.6,2.2.5,5.3 13.7 Contract Documents,Definition of Commencement of the Work,1000%ons Relating to 1.1.1 2.2.1,3.2.1,3.4.1,3.7.`1,3.10.1,3.12.6,4.3.5,5.2.1, Contract Sum 5.2,3,6.2.2,8.1.2, 8,21t 11.4.1, 11.4.6, 3.8,4.3.4,4.3.5,4.4.5,5.2.3,7.2,7.3,7.4,9.1,9.4.2, 11.5.1 9.5.1.4,9.6.7,9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2 Commencement of the'4p ,1tion of Contract Sum,Definition of 8.1.2 9.1 Communil pos,Facilitating Contract Contract Time Administr €ioln 4.3.4,4.3.7,4.4.5,5.2.3,7.2.1.3,7.3,7.4,8.1.1,8.2, 19:1,4.2.4 8.3.1,9.5.1,9.7, 10.3.2, 12.1.1, 14.3.2 Completion,Conditions Relating to Contract Time,Definition of 1.6.1,3.4.1,;3,11;3.15,4.2.2,4.2.9,8.2,9.4.2,9.8, 8.1.1 9.9.1,SIM),12;2„13.7, 14.1.2 CONTRACTOR COMI"I,J�TION,PAYMENTS AND 3 Contractor,Definition of Completion,Substantial 3.1,6.1.2 4.2.9,8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, Contractor's Construction Schedules 9.10.4.2, 12.2, 13.7 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3 Compliance with Laws Contractor's Employees AIA Document A201 Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 3 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AfA software at 15:08:04 on 08118/2004 under Order N0.1 0001175821_ which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, 10.3, 6.2.5,3.14 11.1.1, 11.4.7, 14.1, 14.2.1.1, Damage to Construction of Owner or Separate Contractor's Liability Insurance Contractors 11.1 3.14.2,6.2.4,9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1, Contractor's Relationship with Separate Contractors 11.4, 12.2.4 and Owner's Forces Damage to the Work 3.112.5,3.14.2,4.2.4,6, 11.4.7, 12.1.2, 12.2.4 3.14.2,9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4 Contractor's Relationship with Subcontractors Damages,Claims for 1.2.2,3.3.2,3.18.1,3.18.2,5,9.6.2,9.6.7,9.10.2, 3.2.3,3.18,4.3.10,6.1.1,8.3.3,9.5.1,9.6.7, 10.3.3, 11.4.1.2, 11.4.7, 11.4.8 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4 Contractor'sRerlationship with the Architect Damages for Delay 1.1.2, 1.6, 3.1.3,3.2.1,3.2.2,3.2.3,3.3.1,3.4.2,3.5.1, 6.1.1,8.3.3,9.5.1.6,9.7, 10.3.2 3.7.3,3.10,3.11,3.12,3.16,3.18, 4.1.2,4.1.3,4.2, Date of Commencement of the Work,Definition of 4.4.1,4,4.7,5.2,6.2.2,7, 8.3.1,9.2,9.3,9.4, 8.1.2 9:5;9.7,9.8,9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, Date of Substantial Completion,Definition of 1,.4.2, 13.$ 8.1.3 ContractWs Representations Day,Definition of 1.5.2,3.5,,1,3.11A,6.2.2,81-1,9.3.3,9.8.2 8.1.4 Contractor's Respbnsibility for Those Performing the Decisions of the Architect W rirlc 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.1,4.4.5, 33,2,3.18.4.2.3,4.3.8;5.3.1,6.1.3,6.2,6.3,9.5.1, 4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,9.2,9.4, 10 9.5.1,9.8.4,9.9.1, 13.5.2, 14.2.2, 14.2.4 =Contractoes Review of Contact Documents Decisions to Withhold Certification 1-5.2,12,333 9.4.1,9.5,9.7, 14.1.1.3 Contratkor's Right to Stopthe'Work Defective or Nonconforming Work,Acceptance, 9:7 Rejection and Correction of >Contractor'k Right to Terminate the Contract 2.3,2.4,3.5.1,4.2.6,6.2.5,9.5.1,9.5.2,9.6.6,9.8.2, 4.x,.1:0,144 9.9.3,9.10.4, 12.2.1, 13.7.1.3 Cootrador's Submittals Defective Work,Definition of '1114,1.14,3.12,4.'2.7,5.2.1,5.2.3,7.3.6,9.2,9.3, 3.5.1 9,8.2,9.8.3,9.9.1,9.10.2,9.10.3, 11.1.3, 11.5.2 Definitions 'Co tutor's Superintendent 1.1,2.1.1,3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, 10.2.6 4.3.1,5.1,6.1.2,7.2.1,7.3.1,7.3.6,8.1, 9.1,9.8.1 `;:Contractor's Supervision and Construction Delays and Extensions of Time Procedum 3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5.2.3,7.2.1,7.3.1, 1.,.2.2,3.3,3.4,3.12.10,4.2,2;4.2.7,4.3.3,6.1.3, 7.4.1,8.3,9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 6 2,4,.7.13 7:3.4,7.3.6,8.2, 10, 12, 14. Disputes �Contr6CW,Liability Insurance 4.1.4,4.3,4.4,4.5,4.6,6.3,7.3.8 a 1.1.,1.1:8,1'1,2, 11.3 Documents and Samples at the Site -Coordination and Correlation 3.11 p,2;J.5-.2,33,1,3.10,3.12.' 6,1.3,6.2.1 Drawings,Definition of Copies Furnished of Drawings and Specifications 1.6,2.2.5,3.11 Drawings and Specifications,Use and Ownership of �sopyrights 1.1.1, 1.3,2.2.5,3.11,5.3 1A 3.17 Effective Date of Insurance Correction of Work 8.2.2, 11.1.2 2.3,2.4,3.7.4,4.2.1,9.4.2,9.8.2,9.8.3,9.9.1, 12.1.2, Emergencies 12.2, 13.7.1.3 4.3.5,10.6, 14.1.1.2 Correlation and Intent of the Contract Documents Employees,Contractor's 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, 10.3, Cast;D6, tlon of 11.1.1, 11.4.7, 14.1, 14.2.1.1 7.3 ti Equipment,Labor,Materials and C{3G5 1.1.3, 1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13,3.15.1, 2.4,3.2.3,3.7.4,3.8.2,3.15.2,4.3,5.4.2,6.1.1,6.2.3, 4.2.6,4.2.7,5.2.1,6.2.1,7.3.6, 9.3.2,9.3.3,9.5.1.3, 7.3.3.3,7.3.6,7.3.7,7.3.8,9.10.2, 10.3.2, 10.5, 11.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14 Execution and Progress of the Work Cutting and Patching AIA Document A201Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA!Document is protected by U.S.Copyright Law and International Treaties. 4 Unauthorized reproduction or distribution of this AIA!Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) N%NOVI *40#11 1.1.3, 1.2.1, 1.2.2,2.2.3,2.2.5,3.1,3.3,3.4,3.5,3.7, Insurance,Project Management Protective 3.10,3.12, 3.14,4.2.2,4.2.3,4.3.3,6.2.2,7.1.3,7.3.4, Liability 8.2,9.5,9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3 11.3 Extensions of Time Insurance,Property 3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5.2.3,7.2.1,7.3,7.4.1, 10.2.5, 11.4 9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 Insurance,Stored Materials Failure of Payment 9.3.2, 11.4.1.4 4.3.6,9.5.1.3,9.7,9.10.2, 14.1.1.3, 14.2.1.2, 13.6 INSURANCE AND BONDS Faulty Work 11 (See Defective or Nonconforming Work) Insurance Companies,Consent to Partial Occupancy Final Completion and Final Payment 9.9.1, 11.4.1.5 4.2.1,4.2.9,432,9.8.2,9.10, 11.1.2, 11.1.3, 11.4.1, Insurance Companies, Settlement with 11.4.5, 12.33, 13.7, 14.2.4, 14.4.3 11.4.10 Financial Arrangements,Owner's Intent of the Contract Documents 2.21, 13:2".2";14.1,11.5 1.2.1,4.2.7,4.2.12,4.2.13,7.4 ke and Extended Coverage insurance Interest .IA 13.6 :,GFIRAL PROVISIONS Interpretation 1 1.2.3,1.4,4.1.1,4.3.1,5.1,6.1.2,8.1.4 GoYCraing Law Interpretations,Written 1 J 4.2.11,4.2.12,4.3.6 # r htookow warranty) Joinder and Consolidation of Claims Required 'Heizardotli aterials 4.6.4 1 2.4,10:3, 10:5 Judgment on Final Award Identi isation of Contras#Documents 4.6.6 5.1 Labor and Materials,Equipment ldenfifkatioh of SubcontrVors,and Suppliers 1.1.3, 1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13,3.15.1, 5.281 . 42.6,4.2.7,5.2.1,6.2.1,7.3.6, 9.3.2,9.3.3,9.5.1.3, Ipr�f><rttion 9.10.2, 10.2.1, 10.2.4, 14.2.1.2 J.177;,3. .1'112, °10.5, 11.4.1.2, 11.4.7 Labor Disputes of 0 on and Services Required of the Owner 8.3.1 3.2.1,3,I2.4,,3.1 .10,4.2.7,4.3:3,6.1.3, Laws and Regulations 1;" ,6.2.5y 9:3.2;9.6.1,9.6.4,9.%2,930.3, 10.3.3, 1.6,3.2.2,3.6,3.7, 3.12.10,3.13,4.1.1,4.4.8,4.6, 11. 11=.13.5.1, 13.5.2, 14.1.1.4,,14.1.4 9.6.4,9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, Injury oftmage:toNrson or-Property 13.5.2, 13.6, 14 4.313,10.2"1tl Liens Idinns 2.1.2,4.4.8,8.2.2,9.3.3,9.10 3.1-3,113.3.7.1,; 4.2.2,4.2 6,4."2.9,9 42,9.8.2, Limitation on Consolidation or Joinder x:8,3 %9%2-0A0. 12.2.1, 1351 4.6.4 *tctions'to Bidders Limitations,Statutes of 4.6.3, 12.2.6, 13.7 Instructions to the Contractor Limitations of Liability 3.2.3,3.3.1,3.8.1,4.2.8,5.2.11, 12,8.2.2, 13.5.2 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.10,3.17,3.18, lnsuranee, , 4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4, 9.6.7,9.10.4, 9.3.2,9.8.4,9.9.1,9.10.2, 10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2 9:10.5, 11 Limitations of Time Insurance,Boiler and Machinery 2.1.2,2.2,2.4,3.2.1,3.7.3,3.10,3.11, 3.12.5,3.15.1, 11.4.2 4.2.7,4.3,4.4,4.5,4.6,5.2,5.3, 5.4,6.2.4,7.3,7.4, Iusur 4mcg,Contractor's Liability 8.2,9.2,9.3.1,9.3.3,9.4.1,9.5,9.6,9.7,9.8,9.9, 11,1 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, nsur Elective Date of 13.7, 14 $�2:2 11.1.E Loss of Use Insurance Insuttre,"lArss of Use 11.4.3 11.4.3 Material Suppliers Insurance,Owner's Liability 1.6,3.12.1,4.2.4,4.2.6,5.2.1,9.3,9.4.2,9.6,9.10.5 11.2 Materials,Hazardous 10.2.4, 10.3, 10.5 AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this AIA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) `1 *4WO, Materials,Labor,Equipment and 1.6,2.1.1,2.3,2.4,3.4.2,3.8.1,3.12.10,3.14.2,4.1.2, 1.1.3, 1.1.6, 1.6.1,3.4,3.5.1,3.8.2,3.8.23,3.12,3.13, 4.1.3,4.2.4,4.2.9,4.3.6,4.4.7, 5.2.1, 5.2.4,5.4.1, 3.15.1,4.2.6,4.2.7,5.2.1,6.2.1, 7.3.6,9.3.2,9.3.3, 6.1,6.3,7.2.1,7.3.1,8.2.2,8.3.1,9.3.1,9.3.2,9.5.1, 9.5.1.3,9.10.2, 10.2.1, 10.2.4, 14.2.1.2 9.9.1,9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, 11.4.10, Means,Methods,Techniques,Sequences and 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4 Procedures of Construction Owner's Financial Capability 3.3.1,3.12.10,4.2.2,4.2.7,9.4.2 2.2.1, 13.2.2, 14.1.1.5 Mechanic's Lien Owner's Liability Insurance 4.4,8 11.2 Mediation Owner's Loss of Use Insurance 4.4.1,4.4.5,4.4.6,4.4,$,4.5,4.6.1,4.6.2,8.3.1, 10.5 11.4.3 Minor Changes in the',Work Owner's Relationship with Subcontractors 1.1.1,3.12:8,4.2.8,430;:7.1,7.4 1.1.2,5.2,5.3,5.4,9.6.4,9.10.2, 14.2.2 MISCELL ' O6' POR'OVISIONS Owner's Right to Carry Out the Work 13 2.4,12.2.4.14.2.2.2 Modifications,Def riition of Owner's Right to Clean Up L .l 6.3 Modifications to the Contract Owner's Right to Perform Construction and to 1.1.1,1.L2>3 7 3 11c 12,0 4.2.1,5.2.3,7,8.3.1, Award Separate Contracts 9.7,'10.3..2, 114..1` 6.1 Mutual R*kjI(tsiWo Owner's Right to Stop the Work 6.2' 2.3 Nonconfo min irk,A s nce of Owner's Right to Suspend the Work 9.66,9.9.31 ' 14.3 Nonconformnlg'�Voxlc,R fiction and Correction of Owner's Right to Terminate the Contract 2.3,14�3.5,1,4 9.5,-hn 9.8.2,9.9.3,9.10.4, 14.2 12.2.1,-13.;7 1 3 Ownership and Use of Drawings,Specifications Notice and Other Instruments of Service 2.2.1,2"342.4,3.2 ,3.;3:13<3:'7.2,3.7.4,3.12.9,4.3, 1.1.1, 1.6,2.2.5,3.2.1,3.11.1,3.17.1,4.2.12,5.3 4.4.8,4.65;5.2.1;8:2.2;9.7,9.10, 10.2.2, 11.1.3, Partial Occupancy or Use 11.4.6,12.2 2 12.2x4,1.3,3;13.5.1, 13.5.2, 14.1, 14.2 9.6.6,9.9, 11.4.1.5 Notice,.Writtt Patching,Cutting and 2.3,2.4,3.31,,3 ,1.12;9,3.12.1 ',,4 4 .8,4.6.5, 3.14,6.2.5 5.2:1,82Z 9.7,9.10, 10.2.2, 103, 1'1.1.3, 11.4.6, Patents 12.2.2,12:2:4,1E� 14 3.17 Notice of!,I spections Payment,Applications for 134.11-13.5.2 4.2.5,7.3.8,9.2,9.3,9.4,9.5.1,9.6.3,9.7.1,9.8.5, Notice 1110 weed 9.10.1,9.10.3,9.10.5, 11.1.3, 14.2.4, 14.4.3 8.2.2 Payment,Certificates for Notices,Permits,Fees and 4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1,9.10.1, 2.2,2,3,7,3,1,3,7.3.6,<4,10,2.2, , 9.10.3, 13.7, 14.1.1.3, 14.2.4 Observations,Contract Payment,Failure of 1.5,2,3.2,3.7.3,4.3.4 4.3.6,9.5.1.3,9.7,9.10.2, 14.1.1.3, 14.2.1.2, 13.6 Occupancy- Payment,Final 2.2.2,9.6.6i 9.8,11:4.1.5 4.2.1,4.2.9,4.3.2,9.8.2,9.10, 11.1.2, 11.1.3, 11.4.1, Orders,Wit- 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 1.1.1,2.3,3.9'f4.3,61.,,?';-8.2.2, 11.4.9, 12.1, 12.2, Payment Bond,Performance Bond and 13.5.2, 14.3.1 7.3.6.4,9.6.7,9.10.3, 11.4.9, 11.5 OWNER Payments,Progress 2 4.3.3,9.3,9.6,9.8.5,9.10.3, 13.6, 14.2.3 Owner,Defi dtion of PAYMENTS AND COMPLETION 2.1 9 Owner,W tlartion and Services Required of the Payments to Subcontractors 2.1.2,2.2,3.2.1,3.12.4,3.12.10,4.2.7,4.3.3,6.1.3, 5.4.2,9.5.1.3,9.6.2,9.6.3,9.6.4,9.6.7, 11.4.8, 6.1.4,6.2.5,9.3.2,9.6.1,9.6.4,9.9.2,9.10.3, 10.3.3, 14.2.1.2 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4 PCB Owner's Authority 10.3.1 AIA Document A201111-1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA° Document is protected by U.S.Copyright Law and International Treaties. 6 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) Performance Bond and Payment Bond Review of Contractor's Submittals by Owner and 7.3.6.4,9.6.7,9.10.3, 11.4.9, 11.5 Architect Permits,;Fees and Notices 3.10.1,3.10.2,3.11,3.12,4.2,5.2,6.1.3,9.2,9.8.2 2.2.2,3.7 3.13,7.3.6.4, 10.2.2 Review of Shop Drawings,Product Data and PERSONS AND PROPERTY,PROTECTION Samples by Contractor OF 3.12 10 Rights and Remedies 1.1.2,2.3,2.4,3.5.1,3.15.2,4.2.6,4.3.4,4.5,4.6,5.3, Polychlorinated Biphenyl 5.4,6.1,6.3,7.3.1,8.3,9.5.1,9.7, 10.2.5, 10.3, 10.3.1 12.2.2, 12.2.4, 13.4, 14 Product Data,Definition of Royalties,Patents and Copyrights 3.12.2 3.17 Product Data and Saliljils,Shop Drawings Rules and Notices for Arbitration 3.11,3.12;4,2.7 4.6.2 Progress and Completion Safety of Persons and Property 4.2.2,4.3.3,81,98;9:9.1, 14.1.4 10.2,10.6 Progress° inents Safety Precautions and Programs 4.3.3,9.3,19i.6,94:5,9 10 , 13.6, 14.2.3 3.3.1,4.2.2,4.2.7,5.3.1, 10.1, 10.2, 10.6 Projeot,'Definitionof the Samples,Definition of 1.1.4 3.12.3 Project Managen"t.lfitof ectly!e Liability Samples,Shop Drawings,Product Data and Insurance: 3.11,3.12,4.2.7 11.3 Samples at the Site,Documents and Project Manual,Definition of.the 3.11 1.1.7 Schedule of Values Project:.jManuals 9.2,9.3.1 2.2.5 Schedules, Project Representatives: 1.4.1.2,3.10,3.Construction12.1,3.12.2,4.3.7.2, 4.2.1-0 6.1.3 Property Insurance Separate Contracts and Contractors 10.2.5,11,4 1.1.4,3.12.5,3.14.2,4.2.4,4.2.7,4.6.4,6,8.3.1, PROTECTIM OF"PERSONS ANDTROPERTY 11.4.7, 12.1.2, 12.2.5 10 Shop Drawings,Definition of Regulations and Laws` 3.12.1 1.6,3.2.2,3:6,347,3A,2.10,3.13;,4,1;1;4.4.8,4.6, Shop Drawings,Product Data and Samples 9.6.4,9.9.1, 1q,2,2 i1:1, 11A, 13.1, 13.4, 13.5.1, 3.11,3.12,4.2.7 13.5.2,13.6, 14 Site,Use of Rejtitl>i1Work 3.13,6.1.1,6.2.1 3.5.1,4-.2,6,12.2.1 Site Inspections Releases and Waivers of Liens 1.2.2,3.2.1,3.3.3,3.7.1,4.2,4.3.4,9.4.2,9.10.1, 13.5 9.10.2 Site Visits,Architect's Representations 4.2.2,4.2.9,4.3.4,9.4.2,9.5.1,9.9.2,9.10.1, 13.5 1.5.2,3.5.1,3.12.6,61.2,8:11,93.3,9.4.2,9.5.1, Special Inspections and Testing 9.8.2,91-10.1 4.2.6, 12.2.1, 13.5 Representatives Specifications,Definition of the 2.1;.1,3.11,;3.9,4,i.11 4.2.1,4.2.10,5.1.1,5.1.2, 1.1.6 13.2.1 Specifications,The Resolution of Claims and Disputes 1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6,3.11,3.12.10,3.17 4.4,4.5,4.6 Statute of Limitations Responsibility for Those Performing the Work 4.6.3, 12.2.6, 13.7 3.3.2,3,.18,4.2.3,;4.3.8,5.3.1,6.1.3,6.2,6.3,9.5.1, Stopping the Work 10 2.3,4.3.6,9.7, 10.3, 14.1 Retainage . Stored Materials 9.3.1,9.6.2,9.8.5,9.9.1,9.10.2,9.10.3 6.2.1,9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 Review of Contract Documents and Field Subcontractor,Definition of Conditions by Contractor 5.1.1 1.5.2,3.2,3.7.3,3.12.7,6.1.3 SUBCONTRACTORS AIA Document A201"'—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 7 Unauthorized reproduction or distribution of this AIA* Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) ,%WP"" 5 TERMINATION OR SUSPENSION OF THE Subcontractors,Work by CONTRACT 14 9.6.7 Tests and Inspections Subcontractual Relations 3.1.3,3.3.3,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3,9.9.2, 5.3,5.4,9.3.1.2,9.6,9.1010.2.1,11.4.7,11.4.8,14.1, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1,13.5 14.2.1, 14.3.2 TIME Submittals 8 1.6 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3,7.3.6,9.2, Time,Delays and Extensions of 9.3,9.8,9.9.1,9.10.2,9.10.3, 11.1.3 3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5.2.3, 7.2.1,7.3.1, Subrogation,Waivers of 7.4.1,8.3,9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2 6.1.1, 11.4.5,11!.4.7 Time Limits Substantial Gornpletion 2.1.2,2.2,2.4,3.2.1,3.7.3,3.10, 3.11,3.12.5, 3.15.1, 4.2;9,8.1.1,5.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, 4.2,4.3,4.4,4.5,4.6,5.2,5.3,5.4, 6.2.4,7.3,7.4, 9.10.4.2, 12.2, 13.7 8.2,9.2,9.3.1,9.3.3,9.4.1,9.5,9.6,9.7,9.8,9.9, Substantial Completion,Definition of 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 9.8.1 13.7, 14 Substitution of Subcontractors Time Limits on Claims 5.2,3,52A 4.3.2,4.3.4,4.3.8,4.4,4.5,4.6 Substitution of Architect Title to Work 4A.3 9.3.2,9.3.3 Substitutions of Materials UNCOVERING AND CORRECTION OF 15.1,7.3.7 WORK Sub-subcontractor,Defmition of 12 5.1.2 Uncovering of Work Subsurface Conditions 12.1 4.3.4 Unforeseen Conditions Successors and Assigtls 4.3.4,8.3.1, 10.3 13,2 Unit Prices Superintendent 4.3.9,7.3.3.2 3,9,10.2.E Use of Documents Supervision.uud Construction ruction Proc+d es 1.1.1, 1.6,2.2.5,3.12.6,5.3 1,,.2.2,3.3,3,4i3:11,10,,4.2.2,4.2.7,41 6.1.3, Use of Site 6.2.4,7.1.3,7.3.6,8.2,8.3.1,9A.2, 10,,s1''2, 14 3.13,6.1.1,6.2.1 Surety Values,Schedule of 44,7,5.4:1.2. 9:10.2,9.10.3, 14.2.2 9.2,9.3.1 Surety,Consent of Waiver of Claims by the Architect 9.10.2,9.10.3 13.4.2 Surveys Waiver of Claims by the Contractor 2,2,3 4.3.10,9.10.5, 11.4.7, 13.4.2 Suspension by the Omer for Convenience Waiver of Claims by the Owner 14.4 4.3.10,9.9.3,9.10.3,9.10.4, 11.4.3, 11.4.5, 11.4.7, Suspension of the Work 12.2.2.1, 13.4.2, 14.2.4 5.4.2, 14.3 Waiver of Consequential Damages suspension or Termination of the Contract 4.3.10,14.2.4 4.3..6,5.4.1.1, 11.4.9, 14 Waiver of Liens Taxes 9.10.2,9.10.4 3.6,3.8.2.1,7.3.6.4 Waivers of Subrogation Termination.by the Contractor 6.1.1, 11.4.5,11.4.7 4.3.10,14:1 Warranty TerMi(n40ou by the Owner for Cause 3.5,4.2.9,4.3.53,9.3.3,9.8.4,9.9.1,9.10.4,12.2.2, 4:3.10,5.4x1.1,14.2 13.7.1.3 Teffninai oili of the Architect Weather Delays 4.1.3 4.3.7.2 Termination of the Contractor Work,Definition of 14.2.2 1.1.3 Written Consent AIA Document A201 Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and international Treaties. 8 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) *✓ 1.6,3.4.2, 3.12.8,3.14.2,4.1.2,4.3.4,4.6.4,9.3.2, 2.3,2.4,3.3.1,3.9,3.12.9,3.12.10,4.3,4.4.8,4.6.5, 9.8.5,9.9.1,9.10.2,9.10.3, 11.4.1, 13.2, 13.4.2 5.2.1,8.2.2,9.7,9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, Written Interpretations 12.2.2, 12.2.4, 13.3, 14 4.211,4.2.12,4.3.6 Written Orders Written Notice 1.1.1,2.3,3.9,4.3.6,7,8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1 AIA Document A201*"—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties. 9 Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) ..r' ARTICLE 1 GENERAL PROVISIONS §1,1_BASIC DEFINITIONS §1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor(hereinafter the Agreement), Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications, Addenda issued prior to execution of the Contract,other documents listed in the Agreement and Modifications issued after execution of the Contract.A Modification is(1)a written amendment to the Contract signed by both parties,(2)a Change Order,(3)a Construction Change Directive or(4)a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement,the Contract Documents do not include other documents such as bidding requirements(advertisement or invitation to bid,Instructions to Bidders,sample forms, the Contractor's bid or portions of Addenda relating to bidding requirements). §1.1.2 THE CONTRACT The Contract DOcutp tts form the Contract for Construction.The Contract represents the entire and integrated agreement between'tne parties hereto and supersedes prior negotiations,representations or agreements,either written or prat.The Conti t tnay be amended or modified only by a Modification.The Contract Documents shall not be cot strt",t Creakpp nUactual relationship of any kind(1)between the Architect and Contractor,(2)between the Owner and!a Stt*acatvir orSub-subcontractor,(3)between the Owner and Architect or(4)between any persons orentittewbitierih On the 0wtter and Contractor.The Architect shall,however,be entitled to performance and enforcement of o igat ons under the Contract intended to facilitate performance of the Architect's duties. §14 -THI WI2K Tho#erm,!tWork"rtteans the construction and services required by the Contract Documents,whether completed or paitia[ly completed,and--includes all other labor,materials,equipment and services provided or to be provided by the Contract6r46 ful411 t Contractor's obligations.The Work may constitute the whole or a part of the Project. Thai=Pibjeot is the t6tajlponstruction of which the Work performed under the Contract Documents may be the whole or.a part-and which tuayinclude construction by the Owner or by separate contractors. §1.1,5 TH£DRAWINGS The Drawings 01*1,t�: c and pictorial portions of the Contract Documents showing the design, location and dnnensions f tine. generally including plans,elevations,sections,details,schedules and diagrams. §1.16"TEA 10NS T Specifications'that portion of the Contract Documents consisting of the written requirements for materials, equipment,systems,standards and workmanship for the Work,and performance of related services. §.11.1 TM1 ,['I J CT.,MANUAL The Project Manual is a volume assembled for the Work which may include the bidding requirements, sample forms,Conditions of the.Contract and Specifications. §1.2 CORRELATION AN.AtI N!`OF THE CONTRACT DOCUMENTS §1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion oithe** rk by the Contractor.The Contract Documents are complementary,and what is required by one shall be'as hW-,,as if required by all;performance by the Contractor shall be required only to the extent consistent with xh (Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. §1.2:2 Orgailzation of the Specifications into divisions, sections and articles,and arrangement of Drawings shall not control the 0otntiactor in dividing the Work among Subcontractors or in establishing the extent of Work to be oe oraw by tmy trade. §1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 10 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §1.3 CAPITALIZATION §1.3.1 Terms capitalized in these General Conditions include those which are(1)specifically defined,(2)the titles of numbered articles or(3)the titles of other documents published by the American Institute of Architects. §1A INTERPRETATION §1.4.1 In the interest of brevity the Contract Documents frequently omit modifying words such as"all"and"any" and articles such as"the"and"an,"but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. §1.5 EXECUTION OF CONTRACT DOCUMENTS §1.5.1 The Contract Documents shall be signed by the Owner and Contractor.If either the Owner or Contractor or both do not sign all the Contract Documents,the Architect shall identify such unsigned Documents upon request. §1.5.2 Execution of the.Contract by the Contractor is a representation that the Contractor has visited the site, become generally famMar with local conditions under which the Work is to be performed and correlated personal observations with requirements,of the Contract Documents. §1.6 OWNERSHIP AND USESOF'DRAWINGS,SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE §1.6.1 The Drawings,$ 0',dOd tions and other documents,including those in electronic form,prepared by the Architect and the Arc 's' consultants are Instruments of Service through which the Work to be executed by the Contractor^is described.The Contractor may retain one record set.Neither the Contractor nor any Subcontractor, Sub-subcontractor or% dtcn tinequipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents,prepared by the Architect or the Architect's consultants,and unless otherwise indicated the Architect and the Archie,`# Onsultants shall be deemed the authors of them and will retain all common law, statutory and other reserghts,in addition to the copyrights.All copies of Instruments of Service,except the Contractor's record s t all be returned or suitably accounted for to the Architect,on request,upon completion of the Work.The Drawings,,S, fcations and other documents prepared by the Architect and the Architect's consultants,and copi –=furnished to the Contractor,are for use solely with respect to this Project.They are not to be used by the C **actor or any Subcontractor,Sub-subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner,Architect andthehitect's consultants.The Contractor, Subcontractors,Sub-subcontractors and material or,equipment supplters oauthorizedto use and reproduce applicable portions of the Drawings,Specifications and other documents prep=d by the,aArehlitect and the Architect's consultants appropriate to and for use in the execution of their Work under the Contract Documents.All copies made under this authorization shall bear the statutory copyright ttpti%,if any,sewn on the Drawings,Specifications and other documents prepared by the Architect and the Architect's consultants.Submittal or distribution to meet official regulatory requirements or for other purposes in connectionvA-1, us.Project is not to be construed as publication in derogation of the Architect's or Architect's consultants'fop or'other reserved rights. ARTICLE 2 OWNER §1i GENERAL §2.1.1 The Owner iES the p sor sir entity identified as such in the Agreement and is referred to throughout the Contract Documents as if szttgtilar in number.The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1,the Architect does not have such authority.The term"Owner" means the Owner car O r, authorized representative. §2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information necessary and relevant for the Contractor to evaluate,give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site,and the Owner's interest therein. 2.2'INFORIMATION AND SERVICES REQUIRED OF THE OWNER §2.2.1 The Owner shall,at the written request of the Contractor,prior to commencement of the Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract.Furnishing of such evidence shall be a condition precedent to commencement or AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) continuation of the Work.After such evidence has been furnished,the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. §.2:2.2 Except for permits and fees,including those required under Section 3.7.1, which are the responsibility of the Contractor under the Contract Documents,the Owner shall secure and pay for necessary approvals,easements, assessments and charges required for construction,use or occupancy of permanent structures or for permanent changes in existing facilities. §2,2.3 The Owner shall furnish surveys describing physical characteristics,legal limitations and utility locations for the site of the Project,and a legal description of the site.The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. §2.2.4 Information or services required of the Owner by the Contract Documents shall be furnished by the Owner with reasonable promptness.Any other information or services relevant to the Contractor's performance of the Work tinder the Owner's control shall be furnished by the Owner after receipt from the Contractor of a written request for such information 6i'services. §2.2.3 Unless otherwise provided in the Contract Documents,the Contractor will be furnished,free of charge,such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. §2 3 OWNER'S RIGHT TO STOP YHE WORK §2.3.1 If the Contractor fails toporrect Work which is not in accordance with the requirements of the Contract Documents as required by Segdon 12.2 or persistently fails to carry out Work in accordance with the Contract Documents,the Owner may,issue a written order to the Contractor to stop the Work,or any portion thereof,until the cause for.such order has been eliminated;however,the right of the Owner to stop the Work shall not give rise to a .duty on the part of the Owner tq'exercise this right for the benefit of the Contractor or any other person or entity, except to the extent require&by Section 6.1.3. §,2A OWNER'S RIGHT70 CARRY OUT THE WORK 0-2A.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction ofuch default or neglect with dilig��id promptness,the Owner may after such seven-day period give the Contractor a second written notli C trect such deficiencies within a three-day period.If the Contractor within such three-day period after receipC of such second notice fails to commence and continue to correct any deficiencies, the(Owner tray,without prejudice to other remedies the Owner may have,correct such deficiencies.In such case an appropriate Change Order shall I J,SS d deducting from payments then or thereafter due the Contractor the reasonable cost of correcu 13u6' -ftlencies,including Owner's expenses and compensation for the Architect's additional services made nee by such default,neglect or failure.Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect.If payments then or thereafter due the Contractor are not sufficienfto.,cover such amounts,the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 GENERAL §"3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number.The term"Contractor"means the Contractor or the Contractor's authorized representative. §,3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. §3.1,3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract lments either by activities or duties of the Architect in the Architect's administration of the Contract,or by tests, inspections or approvals required or performed by persons other than the Contractor. §3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR §3.2.1 Since the Contract Documents are complementary,before starting each portion of the Work,the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties. �2 Unauthorized reproduction or distribution of this A10 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) Work,as well as the information furnished by the Owner pursuant to Section 2.2.3,shall take field measurements of any existing conditions related to that portion of the Work and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating construction by the Contractor and are not for the purpose of discovering errors,omissions,or inconsistencies in the Contract Documents;however,any errors,inconsistencies or omissions discovered by the Contractor shall be reported promptly to the Architect as a request for information in such form as the Architect may require. §32.2 Any design errors or omissions noted by the Contractor during this review shall be reported promptly to the Architect,but it is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in the Contract Documents.The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws,statutes, ordinances,building codes,and rules and regulations,but any nonconformity discovered by or made known to the Contractor shall be reported promptly to the Architect. §3.2.3 If the Contactor believes that additional cost or time is involved because of clarifications or instructions issued by the Architect in response to the Contractor's notices or requests for information pursuant to Sections 3.2.1 and 3.2.2,the Contractor shall snake Claims as provided in Sections 4.3.6 and 4.3.7.If the Contractor fails to perform"the obligations of Sec""dons 3.2.1 and 3.2.2,the Contractor shall pay such costs and damages to the Owner as t would have been,a?voided if the Contractor had performed such obligations.The Contractor shall not be liable to the Owner or Architect for damages resulting from errors,inconsistencies or omissions in the Contract Documents or far-differences between field measurements or conditions and the Contract Documents unless the Contractor trgnized?such error,inconsistency,omission or difference and knowingly failed to report it to the Architect. §3 3 SUPERVISION''AND4ONSTRUCTION PROCEDURES t 4.3.1 The Contractor shall supervise and direct the Work,using the Contractor's best skill and attention.The Contractor shall be solely responsible for and have control over construction means,methods,techniques,sequences and procedures and for coordinating all portions of the Work under the Contract,unless the Contract Documents give other specific instructions concerning these matters.If the Contract Documents give specific instructions concerning Construction means,methods,techniques,sequences or procedures,the Contractor shall evaluate the jobsite safety thereof and,except as stated below,shall be fully and solely responsible for the jobsite safety of such nidans,methods,techniques,sequences or procedures.If the Contractor determines that such means,methods, techniques,sequences or procedures may not be safe,the Contractor shall give timely written notice to the Owner and Architect and shall not proceed;"with;tllat portion of the Work without further written instructions from the Architect.If the Contractor is then"instructed to proceed with the required means,methods,techniques,sequences or procedures without acceptance,of changes proposed by the Contractor, the Owner shall be solely responsible for any resulting loss or damage. 3.3,2 The Contractor shall be rrisible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees,and other persons or entities performing portions of the Work for or oil behalf of the Contractor or any of its Subcontractors. §3.3.3 The Contractor shall be"responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. 14 LABOR AND MATERIALS §14.1 Unless otherwise provided in the Contract Documents,the Contractor shall provide and pay for labor, materials,equipment,tools,construction equipment and machinery, water,heat,utilities,transportation,and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. §3.4 The Contractor may make substitutions only with the consent of the Owner,after evaluation by the Architect and in accordance with a Change Order. §3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract.The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 13 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1 0001 1 7582_I which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §3.5 WARRANTY §3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents,that the Work will be free from defects not inherent in the quality required or permitted,and that the Work will conform to the requirements of the Contract Documents.Work not conforming to these requirements,including substitutions not properly approved and authorized,may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse,modifications not executed by the Contractor,improper or insufficient maintenance,improper operation,or normal wear and tear and normal usage.If required by the Architect,the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. §36 TAXES.. §3.6.1 The Contractor shall pay sales,consumer,use and similar taxes for the Work provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into,'t §31 P� SAT ,FEES AND NOTICES §'3.7 V, em otherwise provided in the Contract Documents,the Contractor shall secure and pay for the building permit a d: lther"p nit slid governmental fees,licenses and inspections necessary for proper execution and eolple ole Work wliich`are customarily secured after execution of the Contract and which are legally regeiivhe>t' ds are rived or negotiations concluded. ntr43dr-SbAll comply with and give notices required by laws,ordinances,rules,regulations and lawful Ards t 'public authorities-applicable to performance of the Work. not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with „lpphcf laws,statutes,ordinances,building codes,and rules and regulations.However,if the Contractor observes that�i'OAS of thc.;Contract Documents are at variance therewith,the Contractor shall promptly notify the Architect and Q in wing,and necessary changes shall be accomplished by appropriate Modification. 0tl1 Co to performs Work knowing it to be contrary to laws,statutes,ordinances,building codes,and rulmoo regulations without such notice to the Architect and Owner,the Contractor shall assume appropriate responsibility far"suds Work and shall bear the costs attributable to correction. 3:�AL�.OWA�I.I�ES §"3.8 I�' otitractpr shall include irt'the Contract Sum all allowances stated in the Contract Documents.Items covered by al gW4w ws shall,be supplied for such amounts and by such persons or entities as the Owner may direct, but*e(Dntractbr shall not be required to employ persons or entities to whom the Contractor has reasonable objeGtioii § It-2 unless otherwise provided in the Contract Documents: .1 allolirlces shall cover the cost to the Contractor of materials and equipment delivered at the site and all required"taxes,less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site, labor,installation costs,overhead,profit and father expenses contemplated for stated allowance amounts shall be included in the Contract Sum but aptin the allowances; .3 ever costs are more than or less than allowances,the Contract Sum shall be adjusted accordingly by, "hange Order.The amount of the Change Order shall reflect(1)the difference between actual costs and the allowances under Section 3.8.2.1 and(2)changes in Contractor's costs under Section 3:8.2.2. 3.$!3 M4 -.;#nd equipment under an allowance shall be selected by the Owner in sufficient time to avoid delay in tI §3.9 SUPERINTENDENT §3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work.The superintendent shall represent the Contractor,and communications given to the superintendent shall be as binding as if given to the Contractor.Important AIA Document A201TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 4 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) NNIVI *Moe communications shall be confirmed in writing.Other communications shall be similarly confirmed on written request in each case. §3:10 CONTRACTOR'S CONSTRUCTION SCHEDULES §3.10.1 The Contractor,promptly after being awarded the Contract,shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work.The schedule shall not exceed time limits current under the Contract Documents,shall be revised at appropriate intervals as required by the conditions of the Work and Project,shall be related to the entire Project to the extent required by the Contract Documents,and shall provide for expeditious and practicable execution of the Work. §3.10.2 The Contractor ollall prepare and keep current,for the Architect's approval,a schedule of submittals which is coordinated with the O'Dfitractor's construction schedule and allows the Architect reasonable time to review submittals. §3.10.3'I Contractor shaltperform the Work in general accordance with the most recent schedules submitted to the'OwO -and Architect. §3.11 D( UMNTS ANDl1�LES AT THE SITE §3.1,11,%%t ContractorAM1.1maintain at the site for the Owner one record copy of the Drawings,Specifications, Addenda,'ChaiteOret ' 'other Modifications,in good order and marked currently to record field changes and selections 16 de:ducrng a igrstruction,and one record copy of approved Shop Drawings,Product Data,Samples and similar r j 0 d sukrn-gols.These shall be available to the Architect and shall be delivered to the Architect for sub t ittal f wthe C V Aer upo i completion of the Work. §3.12.ViOP DRAWR1* DUCT DATA AND SAMPLES §3.12AIbop Dra ttgs firle"drawings,diagrams,schedules and other data specially prepared for the Work by the Contracts tvi a,Su-bontractorr ,Sub-subcontractor,manufacturer,supplier or distributor to illustrate some portion of the Worlr: §3=121-Pr du¢tD4t4,dre4llustrations,standard schedules,performance charts,instructions,brochures,diagrams and other in,W=tion furnished by the Contractor to illustrate materials or equipment for some portion of the Work. §3.12.3 Sarni", re•pliysical examples-which illustrate materials,equipment or workmanship and establish standardgS y which the Work will.b-t-Judged. §3,12.4 Sh6p Dmt�rgs,Product Data,Samples and similar submittals are not Contract Documents.The purpose of their srtl ixrittal is to`demonstrate for those portions of the Work for which submittals are required by the Contract Dodu tt sway by whkh-the Contractor proposes to conform to the information given and the design concept expresW"k' the Con ct Doc�r�ts.review by the Architect is subject to the limitations of Section 4.2.7. Informationai'submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Docurneuts;Ubrailtals which are not required by the Contract Documents may be returned by the Architect without action. §3.12.5 lam Cbntractor shall review for compliance with the Contract Documents,approve and submit to the Architect,,,ww Drawings,Product Data,Samples and similar submittals required by the Contract Documents with reasonable bitorns t>ies,;.and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors.Submittals which are not marked as reviewed for compliance with the Contract Documents and approved by the Contractor may be returned by the Architect without action. §3.12 lI By approving and submitting Shop Drawings,Product Data,Samples and similar submittals, the Contractor represe tt t lre Contractor has determined and verified materials,field measurements and field construction criteria�lateilaliereto,or will do so,and has checked and coordinated the information contained within such submittals + th the requirements of the Work and of the Contract Documents. §3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings,Product Data,Samples or similar submittals until the respective submittal has been approved by the Architect. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this AIA*'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings,Product Data,Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and(1)the Architect has given written approval to the specific deviation as a minor change in the Work,or(2)a Change Order or Construction Change Directive has been issued authorizing the deviation.The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data,Samples or similar submittals by the Architect's approval thereof. 3.12.9 The Contractor Shall direct specific attention,in writing or on resubmitted Shop Drawings,Product Data, Samples or similar submittals,to revisions other than those requested by the Architect on previous submittals.In the absence of such written notice the Architect's approval of a resubmission shall not apply to such revisions. 1,3.12.10 The Contractor shall not be required to provide professional services which constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the,Work or unless the!Contractor needs to provide such services in order to carry out the Contractor's responsibilities for,constructiori means,methods,techniques,sequences and procedures.The Contractor shall not be required to provide prof mjo,flAal services in violation of applicable law.If professional design services or certifications by a desigit.professional related to systems,materials or equipment are specifically required of the Contractor by the Contract: ocuments,the Owner and the Architect will specify all performance and design criteria th sueh services must sioify:The Contractor shall cause such services or certifications to be provided by a properly licensed design professional,whose signature and seal shall appear on all drawings,calculations, specifications,certficatioits stop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related loahe Work designed or certified by such professional,if prepared by others,shall bear Such professional's written app roval when submitted to the Architect.The Owner and the Architect shall be entitled to rely upon the adequacy,accuracy and completeness of the services,certifications or approvals performed by such design professionals,providect:the Owner and Architect have specified to the Contractor all performance and design criteria that such services rrtust satisfy.Pursuant to this Section 3.12.10,the Architect will review,approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.The Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. §3: 3 USE OP TTE §3.13.1 The Contractor shall confine iterations at the site to areas permitted by law,ordinances,permits and the Contract Documents and shall not'utiieasonably encumber the site with materials or equipment. §,114 CUTTING.A D PATCHINC I' §3.14.1 Thew Contractor shy��We for cutting,fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2.The Contractor shad not damage or endanger a portion of the Work or fully or partially completed construction of the O.wner.or separate contractors by cutting,patching or otherwise altering such construction,or by excavation. The Contrast=,a takk,nbt cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor;such consent shall not be unreasonably withheld.The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. §3.15 CLEANING UP §3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work,the Contractor shall remove from and about the Project waste materials,rubbish,the Contractor's tools,construction equipment,machinery and surplus materials. §3.15.2 If the Contractor fails to clean up as provided in the Contract Documents,the Owner may do so and the cost thereof shall be charged to the Contractor. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA" Document is protected by U.S.Copyright Law and International Treaties. s Unauthorized reproduction or distribution of this AIA Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) 14 wr §3.16 ACCESS TO WORK §3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. §3.17 ROYALTIES,PATENTS AND COPYRIGHTS §3.17.1 The Contractor shall pay all royalties and license fees.The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof,but shall not be responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is required by the Contract Documents or where the copyright violations are contained in Drawings,Specifications or other documents prepared by the Owner or Architect.However,if the Contractor has reason to believe that the required design,process or product is an infringement of a copyright or a patent,the Contractor shall;be responsible for such loss unless such information is promptly furnished to the Architect. §3.18 INDEMNIFICATION, §3.18.1 To the fuiaest extetit.permitted by law and to the extent claims,damages, losses or expenses are not covered by Prqject Management Protective Liability insurance purchased by the Contractor in accordance with Section 11.3, the Contractor shall indemiiiiify and hold harmless the Owner,Architect,Architect's consultants,and agents and employees of any of them fr m and against claims,damages,losses and expenses,including but not limited to attomeys" fees;arising out of or resulting from performance of the Work,provided that such claim,damage,loss or expense is attributable to bodily injury,sickness,disease or death,or to injury to or destruction of tangible property Oita than the Work its 0f),but'only to the extent caused by the negligent acts or omissions of the Contractor,a -Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim,damage,loss or expense is caused in part by a party indemnified hereunder. Such obligation"shall°nor construed to negate,abridge,or reduce other rights or obligations of indemnity which would otherwise exist as to a patty or person described in this Section 3.18. §3.18.2,in claims against arty person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable,the indernhificationobligation'under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, Compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or,other employee benefit acts. ARTICLE 4_ADMINISTRATION OF'[I �1ONTRACT §4.1 ARCHITE §0.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in tlte.Agreement and is referred to throughout the Contract Documents as if singular in number.The term"Architect"means,the Architect or the Architect's authorized representative. §4.1°r2 Duties,responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted;trtodifiod.or extended without written consent of the Owner,Contractor and Architect. Consent shall not be unr withheld. §4.1.3 If the employment of the Architect is terminated,the Owner shall employ a new Architect against whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the former Architect. §4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT §4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents,and will be an Owner's representative(1)during construction,(2)until final payment is due and(3)with the Owner's concurrence,from time to time during the one-year period for correction of Work described in Section 12.2.The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified in writing in accordance with other provisions of the Contract. §4.2.2 The Architect,as a representative of the Owner,will visit the site at intervals appropriate to the stage of the Contractor's operations(1)to become generally familiar with and to keep the Owner informed about the progress and quality of the portion of the Work completed,(2)to endeavor to guard the Owner against defects and AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 17 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) deficiencies in the Work,and(3)to determine in general if the Work is being performed in a manner indicating that the Work, when fully completed,will be in accordance with the Contract Documents.However,the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will neither have control over or charge of,nor be responsible for,the construction means,methods, techniques,sequences or procedures,or for the safety precautions and programs in connection with the Work,since these are solely the Contractor's rights and responsibilities under the Contract Documents,except as provided in Section 3.3.1. §4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents.The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor,Subcontractors,or their agents or employees,or any other persons or entities performing portions of the Work. §4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized,the Owner and Contractor shall endcavcllt,to communicate with each other through the Architect about matters arising out of or relating to the Contr ;,Co nmtut'tcations by and with the Architect's consultants shall be through the Architect.Communications by and°*lth Subcontractors and material suppliers shall be through the Contractor.Communications by and with sep contractors shall be through the Owner. "41 . aged on the Architect's evaluations of the Contractor's Applications for Payment,the Architect will review and, rtify the amounts due the Contractor and will issue Certificates for Payment in such amounts. §%4;2.6 The Architect wilt have authority to reject Work that does not conform to the Contract Documents.Whenever the Architect considers it necessary or advisable,the Architect will have authority to require inspection or testing of the "Dan accordatit0:with Sections 13.5.2 and 13.5.3,whether or not such Work is fabricated,installed or cot d.However;neither this authority of the Architect nor a decision made in good faith either to exercise or not toio c se such authority shall give rise to a duty or responsibility of the Architect to the Contractor, S,tt cdntrac tors,trial and equipment suppliers,their agents or employees,or other persons or entities performing pDrtions of the Work. 4417 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as;Shop Drawings,Product Data and.Samples,but only for the limited purpose of checking for conformance with information=given and the design,concept expressed in the Contract Documents.The Architect's action will be taken with stfit reasonable promptness as to cause no delay in the Work or in the activities of the Owner,Contractor or site contractors,vtrhile allowing sufficient time in the Architect's professional judgment to permit adequate r64eW,.I view of such submittals is not conducted for the purpose of determining the accuracy and completeness of other 4trtails such as dimensions anitAqUantities,or for substantiating instructions for installation or performance of equipment or systems,all of which remain the responsibility of the Contractor as required by the Contract Dmitments.The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3,3.5 and 3.12.The Architect's review shall not constitute approval of safety precautions or,unless otherwise specifically stated by the Architect,of any construction means,methods,techniques,sequences or procedures.The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component.. §4;2.8 The Architect will prepare Change Orders and Construction Change Directives,and may authorize minor changes in the Work as provided in Section 7.4. §4.2.9;The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final Coletion,will receive and forward to the Owner,for the Owner's review and records,written warranties andrelated`documents required by the Contract and assembled by the Contractor,and will issue a final Certificate for a.�nt.upon compliance with the requirements of the Contract Documents. §4.2.10 If the Owner and Architect agree,the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site.The duties,responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. AIA Document A201 Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. $ Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) `%we, §4.2.11 The Architect will interpret and decide matters concerning performance under and requirements of,the Contract Documents on written request of either the Owner or Contractor.The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness.If no agreement is made concerning the time within which interpretations required of the Architect shall be furnished in compliance with this Section 4.2,then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after written request is made for them. §4.2:12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings.When making such interpretations and initial decisions,the Architect will endeavor to secure faithful performance by both Owner and Contractor,will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. §4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in"the Contract Documents. §4.3 CLAIJ,114 AND`biSPUTE$ ""4:31 Ddl" ittion "A Clam is a demand or assertion by one of the parties seeking,as a matter of right,adjustment or interptetat n ofCo4iraa terms,payment of money,extension of time or other relief with respect to the terms of the Conti'act." also includes other disputes and matters in question between the Owner and Contractor arisitrg'out q,,, t44e 4 atinl'g `;tho Contract.Claims must be initiated by written notice.The responsibility to substiuttiattbjaims',[hi `rest with the party making the Claim. 00 lt,ittlttWon Claim&Claims by either party must be initiated within 21 days after occurrence of the event giving rise to s4clitrlaimor within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is"later.Claims-must be initiated by written notice to the Architect and the other party. J 4,3;3`Coitnuittg"Cantract l�erfbrmance.Pending final resolution of a Claim except as otherwise agreed in writing or �cled"i Secti€an 9.1,1'and Article 14,the Contractor shall proceed diligently with performance of the Contit aitd the pwnr sltall'`continue to make payments in accordance with the Contract Documents. §4IAC,laims for Concealed.or Unknown Conditions.If conditions are encountered at the site which are(1) subsurface or,It herd a doncealed physical conditions which differ materially from those indicated in the Contract Doct>iments""or(2)utwwn physical conditions of an unusual nature,which differ materially from those ordinarily fecund to sand generally recognized as inherent in construction activities of the character provided for in the Contrt(4 cttments then notice by the observing party shall be given to the other party promptly before conditions at3Wi,gurbed and xwno event later than 21 days after first observance of the conditions.The Architect will promptly inIvest} ite,such,conditions ands,if they differ materially and cause an increase or decrease in the Contractor's cost of,or" required for,perfarinance,of any part of the Work, will recommend an equitable adjustment in the Covtrad,$M"or Contract Time,or both.If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the AxOitect shall so tto'4 flte Owner and Contractor in writing,stating the reasons.Claims by either party in opposition tosuch"deter`znipation must be made within 21 days after the Architect has given notice of the decision.If the conditions encotnitem'd site materially different,the Contract Sum and Contract Time shall be equitably adjusted, ".but if the-0,w-1,w and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time,the adjustmenfsball be referred to the Architect for initial determination,subject to further proceedings pursuant to ,S6ction 4.4." §4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work.Prior notice is not required for ' ' relating to an emergency endangering life or property arising under Section 10.6. 0.3.6 If the Cottractor believes additional cost is involved for reasons including but not limited to(1) a written tnterpl c nifrom the Architect,(2)an order by the Owner to stop the Work where the Contractor was not at fault, (3)a written order for a minor change in the Work issued by the Architect,(4)failure of payment by the Owner,(5) termination of the Contract by the Owner,(6)Owner's suspension or(7)other reasonable grounds,Claim shall be filed in accordance with this Section 4.3. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. 9 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and wit:be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1 0001 1 7582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §4.3.7 Claims for Additional Time §4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time,written notice as provided herein shall be given.The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. §4,3.7.2 If adverse weather conditions are the basis for a Claim for additional time,such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time,could not have been reasonably anticipated and had an adverse effect on the scheduled construction. §4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an,act or omission of the other party,or of others for whose acts such party is legally responsible,written notice of such injury or damage, whether or not insured,shall be given to the other party within a reasonable time not exceeding 21 days after discovery.The notice shall provide sufficient detail to enable the other party to investigate the matter. §4.3-9 If unit prices are statedwut the Contract Documents or subsequently agreed upon,and if quantities originally contemplated are tnaterialinged in a proposed Change Order or Construction Change Directive so that application'.of such unit.pricesfo quantities of Work proposed will cause substantial inequity to the Owner or Contractor,the.#,Iicable r `prices shall be equitably adjusted. §'4.3.74 Claims fbrC 0nsequential Damages. The Contractor and Owner waive Claims against each other for consequential damages-ttrisiog out of or relating to this Contract.This mutual waiver includes: .1 damages inc-Or 'by the Owner for rental expenses,for losses of use,income,profit,financing, btisitiess aid *tation,and for loss of management or employee productivity or of the services of such perts;and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there,for losses of financing,business and reputation,and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation,to all consequential damages due to either party's termination in accordance with-Article.l Nothing contained in this Section 4.3.10 shall be deemed to preclude an award of liquidated direct dalmag j"pwshen ap�Iic?able,in accordance with the requirements of the Contract Documents. §4.4 RESOLUTION OF CLAIMS Jl 1��UTES §4.4.1 Decision of Architect. Claink,including those alleging an error or omission by the Architect but excluding those arising under Sections;10.3 through 10.5,shall be referred initially to the Architect for decision.An initial decision by the Architect shall be1"ired as a condition precedent to mediation,arbitration or litigation of all Claims between the Contractor�'��r arising prior to the date final payment is due,unless 30 days have passed after the Claim has been reltli'ed 104, lte`Architect with no decision having been rendered by the Architect.The Architect will not decide disputes'between the Contractor and persons or entities other than the Owner. §4.4.2 The Architect will I yvw Claims and within ten days of the receipt of the Claim take one or more of the following actions:(1)regtf t h�0itiional supporting data from the claimant or a response with supporting data from the other party,,(2)reject the Claim in whole or in part,(3)approve the Claim,(4)suggest a compromise,or(5) advise they riles than the Architect is unable to resolve the Claim if the Architect lacks sufficient information to evaluate the, merits of the Claim or if the Architect concludes that,in the Architect's sole discretion,it would be inappropriate for the Architect to resolve the Claim. §4.4.3 In evaluating Claims,the Architect may,but shall not be obligated to,consult with or seek information from either party or from persons with special knowledge or expertise who may assist the Architect in rendering a decision.The Architect may request the Owner to authorize retention of such persons at the Owner's expense. §AA If the Architect requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond,within ten days after receipt of such request,and shall either provide a response on the requested supporting data,advise the Architect when the response or supporting data will be furnished or advise the Architect that no supporting data will be furnished.Upon receipt of the response or supporting data,if any,the Architect will either reject or approve the Claim in whole or in part. AIA Document A201 TM—1997.Copyright m 1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright law and International Treaties. .20 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §4.4.5 The Architect will approve or reject Claims by written decision, which shall state the reasons therefor and which shall notify the parties of any change in the Contract Sum or Contract Time or both.The approval or rejection of a Claim by the Architect shall be final and binding on the parties but subject to mediation and arbitration. §4.4.6 When a written decision of the Architect states that(1)the decision is final but subject to mediation and arbitration and(2)a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision,then failure to demand arbitration within said 30 days'period shall result in the Architect's decision becoming final and binding upon the Owner and Contractor.If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence,but shall not supersede arbitration proceedings unless the decision is acceptable to all parties concerned. §4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter,the Architect or the Owner may,but is not obligated to,notify the surety,if any,of the nature and amount of the Claim.If the Claim relates to a possibility of a Contractor's default,the Architect or the Owner may,but is not obligated to,notify the surety and request the surety's assistance•i'n resolving the controversy. § 4.4111f a Claim relates to or is the subject of a mechanic's lien,the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the Claim by the Architect,by mediation orby, arbitration. §4 5"MEQIAMON §4.5.1 Any Claim arising out of or related to the Contract,except Claims relating to aesthetic effect and except those waived as provided for in Sections 4.3.10,9.10.4 and 9.10.5 shall,after initial decision by the Architect or 30 days after submission of the Claim to the Architect,be subject to mediation as a condition precedent to arbitration or the institution of legal or equitable,proceedings by either party. §4.5.2 The parties shall endeavor to resolve their Claims by mediation which,unless the parties mutually agree otherwise,shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect.Request for mediation shall be filed in writing with the other party to the Contract and with the American Arbitration As tion.The request may be made concurrently with the filing of a demand for arbitration but in such event, j0tion shall proceed in advance of arbitration or legal or equitable proceedings, which shall be stayed pending rnlutioai"for a period of 60 days from the date of filing,unless stayed for a longer period by agreement of the parties-ow court order. §4,C3 The parties shall share the tator's fee and any filing fees equally.The mediation shall be held in the place where the Project is located,uttlither location is mutually agreed upon.Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. §4.G<ARBITRATION §4.6.1 Any Claim arising outof9r related to the Contract,except Claims relating to aesthetic effect and except those waived as provided for in Seed °4.3.10,9.10.4 and 9.10.5,shall,after decision by the Architect or 30 days after submission of the Claim to the Architect,be subject to arbitration.Prior to arbitration,the parties shall endeavor to resolve disputes by mediation in accordance with the provisions of Section 4.5. §4.6.2 Claims not resolved by mediation shall be decided by arbitration which,unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect.The demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association,and a copy shall be filed with the Architect. §4.6.3 A deli wd;for arbitration shall be made within the time limits specified in Sections 4.4.6 and 4.6.1 as applicable,and in other cases within a reasonable time after the Claim has arisen,and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Section 13.7. AIA Document A201 Tu—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 21 Unauthorized reproduction or distribution of this AIA* Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 0811812004 under Order No.1 000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) `'iwe v §4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract shall include, by consolidation or joinder or in any other manner,the Architect,the Architect's employees or consultants,except by written consent containing specific reference to the Agreement and signed by the Architect,Owner,Contractor and atiyother person or entity sought to be joined.No arbitration shall include,by consolidation or joinder or in any other manner,parties other than the Owner,Contractor,a separate contractor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration.No person or entity other than the Owner,Contractor or a separate contractor as described in Article 6 shall be included as an original third party or additional third party to an arbitration whose interest or responsibility is insubstantial.Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a Claim not described therein or with a person or entity not named or described therein.The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof. 4.6.5 Claims andTimely Assertion of Claims. The party filing a notice of demand for arbitration must assert in the demand all Claims theft known to that party on which arbitration is permitted to be demanded. 4.6.6 Judgment oft Vinal Award. The award rendered by the arbitrator or arbitrators shall be final,and judgment may be entered upon it'itt accordance with applicable law in any court having jurisdiction thereof. ARTICLE 5 5USCONMCTORS §:5:1 DEFIIITIpNS §SAA A.Subcontt ctor is-a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site-The term"'Subcontractor" is referred to throughout the Contract Documents as if singular in numbest"and means a Subcontractor or an authorized representative of the Subcontractor.The term"Subcontractor" does not•include a separate contractor or subcontractors of a separate contractor. § 5.11,,-A,Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of Work at the site.The term"Sub-subcontractor"is referred to throughout the Contract Documents as if,sitgular in number and means a Sub-subcontractor or an authorized representative of the Sub- subcontractor. tS.2 AWARD OPSUBCONTRACTSANMOTHER CONTRACTS FOR PORTIONS OF THE WORK §5.2.1 Wess otherwise stated W Yhe'Contract Documents or the bidding requirements,the Contractor,as soon as practicable,after a and of the Contract,shall furnish in writing to the Owner through the Architect the names of persons or a ntides(including those who are to furnish materials or equipment fabricated to a special design) propose for each principal portion of the Work.The Architect will promptly reply to the Contractor in writing stating Whether,or not the Owneror the Architect,after due investigation,has reasonable objection to any such proposed perm or entity.Failure ofthe Owner or Architect to reply promptly shall constitute notice of no reasonable objection. §5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection.The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 523 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor,the Contractor shall,propose another to whom the Owner or Architect has no reasonable objection.If the proposed but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference,if any,occasioned by such change,and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work.However,no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in mbtnitti» names as required. §5.2.4 The Contractor shall not change a Subcontractor,person or entity previously selected if the Owner or Architect makes reasonable objection to such substitute. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 22 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1 0001 1 7582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) err✓ 14900' §5.3 SUBCONTRACTUAL RELATIONS §5.3.1 By appropriate agreement,written where legally required for validity,the Contractor shall require each Subcontractor,to the extent of the Work to be performed by the Subcontractor,to be bound to the Contractor by terns of the Contract Documents,and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work,which the Contractor,by these Documents, assumes toward the Owner and Architect.Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights,and shall allow to the Subcontractor,unless specifically provided otherwise in the subcontract agreement,the benefit of all rights,remedies and redress against the Contractor that the Contractor,by the Contract Documents,has against the Owner.Where appropriate,the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors.The Contractor shall make available to each proposed Subcontractor,prior to the execution of the subcontract agreement, ,Copies of the:0 ntract Documents to which the Subcontractor will be bound,and,upon written request of the Subcontractor,identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be,at variai with the Contract Documents.Subcontractors will similarly make copies of applicable portions of such docents available to their respective proposed Sub-subcontractors. -§5.4 CONNGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1"each stbcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that .1 assignment'is effective only after termination of the Contract by the Owner for cause pursuant to Section 14:2 and Only for those subcontract agreements which the Owner accepts by notifying the Subcontractor and Contractor in writing;and assignment is subject to the prior rights of the surety,if any,obligated under bond relating to the Contract. 5A UpOn'sueh.assignment,if the Work has been suspended for more than 30 days,the Subcontractor's con3pet°tttion shalt be equitably adjusted for increases in cost resulting from the suspension. ARTJCUi, CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS §6A 0WktR'.S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The OwfW reserve&the right to perform construction or operations related to the Project with the Owner's own'forees'and to award separate contracts in connection with other portions of the Project or other construction or "operaw,'btvi,vn,the site under Condit oris,of the Contract identical or substantially similar to these including those portions' 01 to,insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved"becattwbf such action by the Owner,the Contractor shall make such Claim as provided in Section 4.3. §6:1 Why separate contracts are awarded for different portions of the Project or other construction or operations on the Sttk'�tl#e.term"Contractor"in the Contract Documents in each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. §6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them.The Contractor shall participate with other separate;Contractors and the Owner in reviewing their construction schedules when directed to do so.The ;Contractot` ke any revisions to the construction schedule deemed necessary after a joint review and mutual agreement."° construction schedules shall then constitute the schedules to be used by the Contractor,separate contractors and the Owner until subsequently revised. 6.14 Unless otherwise provided in the Contract Documents,when the Owner performs construction or operations 'related to ttt-Project with the Owner's own forces,the Owner shall be deemed to be subject to the same obligations itnd tQ ltave,t same rights which apply to the Contractor under the Conditions of the Contract,including, without oxcludilrtg°others,those stated in Article 3,this Article 6 and Articles 10, 11 and 12. §6.2 MUTUAL RESPONSIBILITY §6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities,and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA$Document is protected by U.S.Copyright Law and international Treaties. 23 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_I which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) %no, §6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor,the Contractor shall,prior to proceeding with that portion of the Work,promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for?such proper execution and results.Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work,except as to defects not then reasonably discoverable. §6:2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which are payable to a separate contractor because of delays,improperly timed activities or defective construction of the Contractor.The Owner shall be resportAb a to the Contractor for costs incurred by the Contractor because of delays,improperly timed activities,damage to the Work or defective construction of a separate contractor. §6.2.4 The Gitttractor"l promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction iir to;property of the Owner or separate contractors as provided in Section 10.2.5. §6.2.5 The Owner and ead- ate contractor shall have the same responsibilities for cutting and patching as are ll described for ttie C�ntraq'_iiSection 3.14. §16.3 OWNER'SAMGHT",'—#6N UP 6.3.1 If a dispute ai�aatong;the Contractor,separate contractors and the Owner as to the responsibility under their respective con., o taining the premises and surrounding area free from waste materials and rubbish, the Owner y dew,up Architect will allocate the cost among those responsible. ARTICLE 7 ,�ANG ORK §,7.1-GENERAL §7.1,1 Changes Jn.ft Work be accomplished after execution of the Contract,and without invalidating the Contract,by Change Ot Am struction Change Directive or order for a minor change in the Work,subject to the limitations,stated. le 7 and elsewhere in the Contract Documents. §T1.2 A Change Qrcier-s 1;be based upon agreement among the Owner,Contractor and Architect;a Construction Change Direcnt�e=tt�es' ,greement by the Owner and Architect and may or may not be agreed to by the Contractor; ttrde n2 t minor Change-in the Work may be issued by the Architect alone. §7.1.3 Chang", ibe,_ rk shaltbe performed under applicable provisions of the Contract Documents,and the Contractor•Mail o' 6ed p>Whptly,unless otherwise provided in the Change Order,Construction Change Directive or order for a mirror change Jit4heVerk. §7.2 CHANO ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner,Contractor and Architect,stating their g- upon all of the following: 1 char fiat "I� jtk; 2 the atnott� tl'e adjustment,if any,in the Contract Sum;and .3 the extent ofthe adjustment,if any,in the Contract Time. §7.2.2 Meth i ids-pseitlj determining adjustments to the Contract Sum may include those listed in Section 7.3.3. §7.3 CONSTRUCTION CHANGE DIRECTIVES §7.3,1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect,ding a change in the Work prior to agreement on adjustment,if any,in the Contract Sum or Contract Time,or bath The Owner may by Construction Change Directive, without invalidating the Contract,order changes in the'World tWt n the general scope of the Contract consisting of additions,deletions or other revisions,the Contract Suitri itd Contract Time being adjusted accordingly. §7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. AIA Document A201 Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. 24 Unauthorized reproduction or distribution of this AIA e Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582—I which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum,the adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 unit prices stated in the Contract Documents or subsequently agreed upon; .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee;or .4 as provided in Section 7.3.6. §7,3.4 Upon receipt of a Construction Change Directive,the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method,if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time'. §7.3.5 A Construction Change;Directive signed by the Contractor indicates the agreement of the Contractor therewith,including adjusttn04t in Contract Sum and Contract Time or the method for determining them.Such agreement shall be effective immediately and shall be recorded as a Change Order. §7,15 if the Contfactorrt tYot respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustr�etit shall be determined by the Architect on the basis of reasonable expenditures and savings of those perforrntitg the AVork attributable to the change,including,in case of an increase in the Contract Sum,a reasonable allowance pr,overhead and profit.In such case,and also under Section 7.3.3.3,the Contractor shall'keep and present;insorm as the Architect may prescribe,an itemized accounting together with appropriatesuppprti[ngllatIless otherwise provided in the Contract Documents,costs for the purposes of this Section 7.3.6 shall be lil fo the following: .1 costs of labor,u iuding social security,old age and unemployment insurance,fringe benefits required by ament or custom,and workers' compensation insurance; .2 costs of w7 l s,supplies and equipment,including cost of transportation,whether incorporated or con4LU'* .3` rtyntl costs of machinery and equipment,exclusive of hand tools, whether rented from the Contractor or others; 4 cosU ofpmmums for all bonds and insurance,permit fees,and sales,use or similar taxes related to Walk and .5 additional costs of"slipe Wsion and field office personnel directly attributable to the change. §7.3.7 The amount of credi to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sutn ",be actual net cost as confirmed by the Architect.When both additions and credits covering related Woke substitutions are involved in a change,the allowance for overhead and profit shall be figured on the basis of n "ilior ,if any,with respect to that change. §7.3:8 fending final deu2ttion of the total cost of a Construction Change Directive to the Owner,amounts not in dispute for such changes itialf4ork shall be included in Applications for Payment accompanied by a Change Order indicating the parries"ateement with part or all of such costs.For any portion of such cost that remains in dispute,the Arcchitect will make an interim determination for purposes of monthly certification for payment for those costs.That deternni)liaton of cost shall adjust the Contract Sum on the same basis as a Change Order,subject to the right of either party,to diisagree and assert a claim in accordance with Article 4. §7.3.9 When the Owner and Contractor agree with the determination made by the Architect concerning the adjustinents in the Contract Sum and Contract Time,or otherwise reach agreement upon the adjustments,such agreement shall be effective immediately and shall be recorded by preparation and execution of an appropriate Change Order.. §7.4 MINOR CHANGES IN THE WORK §7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor.The Contractor shall carry out such written orders promptly. AIA Document A201 TM—1997.Copyright ©1 911,1915,1918,1925,1937,1951,1958,1 961,1963,1 966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and international Treaties. 25 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) ARTICLE 8 TIME §8:1 DEFINITIONS §8.1.1 Unless otherwise provided,Contract Time is the period of time, including authorized adjustments,allotted in the Contract Documents for Substantial Completion of the Work. §8.1.2 The date of commencement of the Work is the date established in the Agreement. §,8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. §8.1.4 The term"day"as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. §,8.2 PROGRESS AND COMPLETION §8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract.By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. §8.2.2 The Contractor shall not knowingly,except by agreement or instruction of the Owner in writing,prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner.The date of commencement of the Work shall not be changed by the effective date of suclt`insurance.Unless the date of commencement is established by the Contract Documents or a notice to proceed given by the Owner,the Contractor shall notify the Owner in writing not less than five days or other agreod period before commencing the Work to permit the timely filing of mortgages,mechanic's liens and other security interests. §8.2;3.The Contractt rshall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the,Contract Time. §83.DELAYS AND EXTIENSIONS OF TIME 8.11 If•the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect,or of an employee of either,or of a separate contractor employed by the Owner,or by changes ordered in the Work,or by labor,disputes,fire,unusual delay in deliveries,unavoidable casualties or other causes beyond the Contractor's control,or by delay authorized by the Owner pending mediation and arbitration,or by other causes which the Architect determines may justify delay,then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. §8.3 -Claims relating to time shall be made in accordance with applicable provisions of Section 4.3. §8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION §9.1'CONTRACT SUM, §9.1.1 The Contract Sum is stated in the Agreement and,including authorized adjustments,is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. §9.2 SCHEDULE OF`VALUES §9.2.1 Before the first Application for Payment,the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work,prepared in such form and supported by such data to substantiate its accuracy as the Architect may require.This schedule,unless objected to by the Architect,shall be used as a basis for reviewing,the Contractor's Applications for Payment. 9.3 APPLICATIONS FOR PAYMENT §9.3.1 At least ten days before the date established for each progress payment,the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized,if required,and supported by such data substantiating the Contractor's right to AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 26 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582—1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) **A payment as the Owner or Architect may require,such as copies of requisitions from Subcontractors and material suppliers,and reflecting retainage if provided for in the Contract Documents. §9.3:1,1 As provided in Section 7.3.8,such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives,or by interim determinations of the Architect,but not yet included in Change Orders. §9.3,'1.2 Such applications may not include requests for payment for portions of the Work for which the Contractor does not intend to pay to a Subcontractor or material supplier,unless such Work has been performed by others whom the Contractor intends to pay. §9.3.2 Unless otherwise provided in the Contract Documents,payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work.If approved in advance by the Owner,payment may similarly be made for materials and equipment suitably stored off the site at a location sgreed upon-in writing.Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest,and shall include the costs of applicable '"li>Iisutattce,storage and transportation to the site for such materials and equipment stored off the site. a� §9,3 3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no Iateir than-the time of payment.The Contractor further warrants that upon submittal of an Application for Pant all,Work for which Certificates for Payment have been previously issued and payments received from the 'er shall,to the"best ofthe Contractor's knowledge,information and belief,be free and clear of liens,claims, security interests or encumbrances in favor of the Contractor,Subcontractors,material suppliers,or other persons or �,Entities making a claim"by reason of having provided labor,materials and equipment relating to the Work. j 9.4' fCATES FaR PAYMENT §9i41 "Architect will,within seven days after receipt of the Contractor's Application for Payment,either issue ` to ha Owner a Certificate for Payment,with a copy to the Contractor,for such amount as the Architect determines is pro I y due,or notify.the Contractor and Owner in writing of the Architect's reasons for withholding 'Certification in whole or in part as provided in Section 9.5.1. 9A.2 The issuance of a Certificate.far Payment will constitute a representation by the Architect to the Owner, bsed, t-the Architect's evaluation of'the Work and the data comprising the Application for Payment,that the Work has progressed to the point indicated and that,to the best of the Architect's knowledge,information and belief,the quality of the Work is in accordance with the Contract Documents.The foregoing representations are subject to an e�, uatiowof the Work for conformance with the Contract Documents upon Substantial Completion,to results of raubWq600ttests and inspections,tocorrection of minor deviations from the Contract Documents prior to completion Fund to" ifxc qualifications"expressed by the Architect.The issuance of a Certificate for Payment will further "A' ute a representation that the Contractor is entitled to payment in the amount certified.However,the issuance ofa Certificate for Payment will not be a representation that the Architect has(1)made exhaustive or continuous on- site inspections to check the quality or quantity of the Work,(2)reviewed construction means,methods, techniques, sequences or procedures,(3)reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment,or(4)made examination to ascertainli6-or for what purpose the Contractor has used money previously paid on account of the Contract Sum. DECISIONS TO WITHHOLD CERTIFICATION §9.5.1 The Architect may withhold a Certificate for Payment in whole or in part,to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be ad :if"the Architect is unable to certify payment in the amount of the Application,the Architect will notify the Contractor and Owner as provided in Section 9.4.1.If the Contractor and Architect cannot agree on a revised at Ai ;the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to such"representations to the Owner.The Architect may also withhold a Certificate for Payment or,because of subsequently discovered evidence,may nullify the whole or a part of a Certificate for Payment previously issued,to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible,including loss resulting from acts and omissions described in Section 3.3.2,because of: .1 defective Work not remedied; AIA Document A201Tm—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties. 27 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) *%W' Iftw .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor,materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time,and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. §.9,5.2 When the above reasons for withholding certification are removed,certification will be made for amounts previously withheld,, §,9.6 PROGROt PAY ENT$ §,1'6.1 A-ft_(W4he Ar Atect has-„issued a Certificate for Payment,the Owner shall make payment in the manner and within ft time provided to tlt Contract Documents,and shall so notify the Architect. §9,9.E Thy Cent for shim romptly pay each Subcontractor, upon receipt of payment from the Owner,out of the amoltnt paid(Q'W6 Czintra fir on account of such Subcontractor's portion of the Work,the amount to which said 1Alitratr111` fitii;.*fleeting percentages actually retained from payments to the Contractor on account of Subs lo'ct 'a t ion,the Work.The Contractor shall,by appropriate agreement with each Subcontractor, require each Subcp t ctor tb_, a payments to Sub-subcontractors in a similar manner. b A �utect*. 411, nfequest,furnish to a Subcontractor,if practicable,information regarding percentages of zntplttr►or atttts aaplied or by the Contractor and action taken thereon by the Architect and Owner on aceisuttt0 portloAs of the Work done by such Subcontractor. §90 1 dOw the,0wnerx r Architect shall have an obligation to pay or to see to the payment of money to a SttW00tractor opt pt assrhay otherwise be required by law. 9,6..E aymMttd-'I t ial. uppliels shaft,be treated in a manner similar to that provided in Sections 9.6.2,9.6.3 and 19.6.6 A.Cer4 to oi'.Paymetlt,a'piogress payment,or partial or entire use or occupancy of the Project by the QlAner,shaft not constitute mceptance of Work not in accordance with the Contract Documents. 9:6Ttltlt the ContracirV1 ��Owner with a payment bond in the full penal sum of the Contract Sum, paymt�lltsud the C�otttttr.ftir Work properly performed by Subcontractors and suppliers shall be held by thf '�Contractor for those Subcontractors or suppliers who performed Work or furnished materials,or both, under corttrnct with the CQa�rr which payment was made by the Owner.Nothing contained herein shall require money to be;placed'a a� at ; ccount and not commingled with money of the Contractor,shall create any fidtiG ary liability or`tort i'al ity on the part of the Contractor for breach of trust or shall entitle any person or entity to an awlcfpitrtitve damages against the Contractor for breach of the requirements of this provision. §9,7 FAILl1ts�p PAYtfi�ENT §9:x'.1 If the Ar�does not issue a Certificate for Payment,through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment,or if the Owner does not pay the Contractor within seven daya after the date established in the Contract Documents the amount certified by the Architect or awarded by rtaiirtidn�. il the Contractor may,upon seven additional days' written notice to the Owner and Architect,stop the Work until p y,—*nt of the amount owing has been received.The Contract Time shall be extended appropriately and dtc�t Suns shall be increased by the amount of the Contractor's reasonable costs of shut-down,delay and start p,plus interest as provided for in the Contract Documents. AIA Document A20ITu-1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA'”Document is protected by U.S.Copyright Law and International Treaties. 28 Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1 0001 1 7582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. §9.8.2 When the Contractor considers that the Work,or a portion thereof which the Owner agrees to accept separately, is substantially complete,the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment.Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. §9.8.3 Upon receipt of the Contractor's list,the Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete.If the Architect's inspection discloses any item, whether or not included on the.Contractor's list,which is not sufficiently complete in accordance with the Contract Documents so that the Owner can:W' cupy or utilize the Work or designated portion thereof for its intended use,the Contractor shall,before issuance of the Certificate of Substantial Completion,complete or correct such item upon notification by the Architect.tti such case,the Contractor shall then submit a request for another inspection by the Architect to determine ubstatital:'Cotilplon. §18 4 When the Work 1iC designated portion thereof is substantially complete,the Architect will prepare a Certificate of Sabha# Coottipletion which shall establish the date of Substantial Completion,shall establish responsibilities of the OwAor an+tl Contractor for security,maintenance, heat,utilities,damage to the Work and insurance,and shalt itie t.06vithin which the Contractor shall finish all items on the list accompanying the Certificate.Warrtttt 'regj: y the Contract Documents shall commence on the date of Substantial Completion ofthe Work ordosign, portion thereof unless otherwise provided in the Certificate of Substantial Completion. §9.8.5 The Certificate ofStibstantial Completion shall be submitted to the Owner and Contractor for their written acceptance of respb ,*bilitieg,iAigned to them in such Certificate.Upon such acceptance and consent of surety,if any,the Owner shall mak ytnent of retainage applying to such Work or designated portion thereof.Such payment shall be adjusted fob Wodc at is incomplete or not in accordance with the requirements of the Contract Documents. §:94 PARTIAL OCCUPANCY OR USE §9.9a1 The Owner"lay 00 otipy or uW y completed or partially completed portion of the Work at any stage when such portion 1s desi, teal by se Bement with the Contractor,provided such occupancy or use is consented to by the insurer as required uti€in 11.4.1.5 and authorized by public authorities having jurisdiction over the Work.Such-jaartipancy rir`litw'nay commence whether or not the portion is substantially complete,provided tbe-Owner and Cti or lihve accepted in writing the responsibilities assigned to each of them for payments, retainage,if any,security, mtt ( ,heat,utilities,damage to the Work and insurance,and have agreed in writing concerning the pert( frn of the Work and commencement of warranties required by the Contract Document&V�n the:Coni ders a portion substantially complete,the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2.Consent of the Contractor to partial occupancy or use shaWaot be unreasonab with Id.The stage of the progress of the Work shall be determined by written agreement between the Owner, or,if no agreement is reached,by decision of the Architect. §9.9.2 Immediately,prior to such partial occupancy or use,the Owner,Contractor and Architect shall jointly inspect the area to be occupl or portion of the Work to be used in order to determine and record the condition of the Work. §9.9.3 Unless otherwise agreed upon,partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. §9.10 FINAL 0aIPLETION AND FINAL PAYMENT §9.10.1 Vpotlt receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Applit to for Payment,the Architect will promptly make such inspection and,when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed,the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge,information and belief,and on the basis of the Architect's on-site visits and inspections,the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 29 Unauthorized reproduction or distribution of this AIRS°Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) lo.w nro the final Certificate is due and payable.The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. §9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect(1)an affidavit that payrolls,bills for materials and equipment,and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered(less amounts withheld by Owner)have been paid or otherwise satisfied,(2)a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner,(3)a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents,(4)consent of surety,if any,to final payment and(5),if required by the Owner,other data establishing payment or satisfaction of obligations,such as receipts,releases and waivers of liens,claims,security interests or encumbrances arising out of the Contract,to the extent and in such form as may be designated by the Owner.If"a Subcontractor refuses to furnish a release or waiver required by the Owner,the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien.If such lien remains unsatisfied after payments are made,the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in dischat-049 such lien, including all costs and reasonable attorneys' fees. §SJ0:3"If,after Substantial.Completion of the Work,final completion thereof is materially delayed through no fault of the:Cont3ractor or by issuance of Change Orders affecting final completion,and the Architect so confirms,the O,umer shalt,,upon application"by the Contractor and certification by the Architect,and without terminating the Coiltrac ,"eke payment of the:balance due for that portion of the Work fully completed and accepted.If the remaining balanc 4br Work not fully completed or corrected is less than retainage stipulated in the Contract Documents,and if bond&have been furnished,the written consent of surety to payment of the balance due for that portitnt"of the Workfully,completed and accepted shall be submitted by the Contractor to the Architect prior to eertificats(ott"of such"payment:"Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. §.9.10.4 The'making of final payment shall constitute a waiver of Claims by the Owner except those arising from: .1 liens,Claims,security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents;or .3` terms of special warraAbeii required by the Contract Documents. §9.105 Acoeptanceof final payment°by the Contractor,a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time,of final Application for ant. ARTICL1,0 PROT CTION OF ' $AND PROPERTY §10,1 SAFETY PRECAUTIONS ANd PROGRAMS §1"0;1x1 The Contractor shall W responsible for initiating,maintaining and supervising all safety precautions and programs in connection with the"performance of the Contract. §10.2 SAFETY OF PERSONS AND PROPERTY §10.21 t6.-Contractor shall take reasonable precautions for safety of,and shall provide reasonable protection to prevent damage,igury or loss to: 1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care,custody or control of the Contractor or the Contractor's Subcontractors or Sub- subcontractors;and .3 other property at the site or adjacent thereto,such as trees,shrubs,lawns,walks,pavements, roadways,structures and utilities not designated for removal,relocation or replacement in the course of construction. §10.2.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage,injury or loss. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA* Document is protected by U.S.Copyright Law and international Treaties. 30 Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 0811812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) 14001, 14010 §10.2.3 The Contractor shall erect and maintain,as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection,including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work,the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss(other than damage or loss insured under property "insurance required by the Contract Documents)to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor,a Subcontractor,a Sub-subcontractor,or anyone directly or indirectly employed by any of them,or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 101.1.2 and 10.2-.1.3,except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them,or by anyone for whose acts either of them may be liable, and',not attributable to the fault or negligence of the Contractor.The foregoing obligations of the Contractor are in Addition to the Contractor's obligations under Section 3.18. 10,2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall'-be"the prevention of accidents.This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. X1127 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. . 04'HAZARDOUS MATERIAL s 10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or-substance,including but not limited to asbestos or polychlorinated biphenyl(PCB), .,:_encounterbd on the site by the Contractor,the Contractor shall,upon recognizing the condition,immediately stop ` Work in the affected area and report the condition to the Owner and Architect in writing. §;10.3.2 The Owner shall Obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and,in the event such material or substance is found to be present,to verify that it has been rendered harmless.Unless'otherwise required by the Contract Documents,the Owner shall furnish in uvrilting"to•the Contractor and Archttect.the names and qualifications of persons or entities who are to perform tests verifying the presence or absence ofsuch material or substance or who are to perform the task of removal or safe containment of such material or substance.The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either-"has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has silt objection to a person or entity proposed by the Owner,the Owner shall ;propose another to whom the Connor and the Architect have no reasonable objection.When the material or `substance has been rendered harmless,Work in the affected area shall resume upon written agreement of the Owner and Contractor.The Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut-down,delay and start-up, which adjustments shall be accomplished as provided in Article 7. 70.3.3 To the fullest extent permitted by law,the Owner shall indemnify and hold harmless the Contractor, Subcontractors,Architect,Architect's consultants and agents and employees of any of them from and against claims,damages,losses and expenses,including but not limited to attorneys' fees,arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless,provided that such claim,damage, loss or nse is attributable to bodily injury,sickness,disease or death,or to injury to or destruction of tangible property (other than the Work itself)and provided that such damage,loss or expense is not due to the sole negligence of a tty seeking indemnity. §10.4 The Owner shall not be responsible under Section 10.3 for materials and substances brought to the site by the Contractor unless such materials or substances were required by the Contract Documents. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA*Document is protected by U.S.Copyright Law and International Treaties. 31 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) '4181 " `err✓ §10.5 If, without negligence on the part of the Contractor,the Contractor is held liable for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents,the QWner shall indemnify the Contractor for all cost and expense thereby incurred. 610.6 EMERGENCIES §,,10.6.1 In an emergency affecting safety of persons or property,the Contractor shall act,at the Contractor's ...d�retion, to prevent threatened damage,injury or loss.Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Section 4.3 and Article 7. . ARTICLE 11 INSURANCE AND BONDS CONTRACTOR'S LIABILITY INSURANCE The CQ tractor shall purchase from and maintain in a company or companies lawfully authorized to do hUs iness in"'*'jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below.which may arise out of or result from the Contractor's operations under the Contract and for which it ContMdt may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone Oecily orindirectly-employed by any of them,or by anyone for whose acts any of them may be liable: �1 clairiis under workers' compensation,disability benefit and other similar employee benefit acts which AM applicablep'to y the Work to be performed; .,tW s foritamages because of bodily injury,occupational sickness or disease,or death of the ritractolr' employees; :claims€or damages because of bodily injury,sickness or disease,or death of any person other than tW1Gontmctor's:employees; . _ clams for dates insured by usual personal injury liability coverage; 5;` "claims for dainages,other than to the Work itself,because of injury to or destruction of tangible i'operty;including loss of use resulting therefrom; .& claims for damages because of bodily injury,death of a person or property damage arising out of owneirship,maintenance or use of a motor vehicle; ;7 claims for bodi ly injury or property damage arising out of completed operations;and X claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. 114 J: 'IT a tr��"m d ed by Section:11.1.1 shall be written for not less than limits of liability specified in the attract DocarneMorrequired by law;Whichever coverage is greater.Coverages, whether written on an �I*Curm eao ci 'ms-made basis,s a be maintained without interruption from date of commencement of the Work until data of' i pent and'termination of any coverage required to be maintained after final payment. §A tJA,CWif bates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the work.Ise certificates and the,insurance policies required by this Section 11.1 shall contain a provision that ueraged or the policies will not be canceled or allowed to expire until at least 30 days' prior written tiC)tie has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final paymen and are t"son irb ly available,an additional certificate evidencing continuation of such coverage shall be submitted';with the"fittat Application for Payment as required by Section 9.10.2.Information concerning reduction of coverage on account of nevi' od limits or claims paid under the General Aggregate,or both,shall be furnished by the Contra otorr=;Witlt.reasonable'promptness in accordance with the Contractor's information and belief. I1.2 OWNIAI $ 341LITY INSURANCE §11`.21 Thet3wsier shah be responsible for purchasing and maintaining the Owner's usual liability insurance. §11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE ' 4:13.41 C)ptidiiA y,the Owner may require the Contractor to purchase and maintain Project Management Protective f,labiltty 11119*0 a from the Contractor's usual sources as primary coverage for the Owner's,Contractor's and €' Architect's pious liability for construction operations under the Contract.Unless otherwise required by the 7 b6c bents,the Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optional insurance coverage,and the Contractor shall not be responsible for purchasing any other liability insurance on behalf of the Owner.The minimum limits of liability purchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liability Insurance under Sections 11.1.1.2 through 11.1.1.5. AIA Document A2017"—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 32 Unauthorized reproduction or distribution of this AIA'° Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) §11.3.2 To the extent damages are covered by Project Management Protective Liability insurance,the Owner, Contractor and Architect waive all rights against each other for damages,except such rights as they may have to the proceeds of such insurance.The policy shall provide for such waivers of subrogation by endorsement or otherwise. §11.3.3 The Owner shall not require the Contractor to include the Owner,Architect or other persons or entities as additional insureds on the Contractor's Liability Insurance coverage under Section 11.1. 11.4 PROPERTY INSURANCE 11.4.1 Unless otherwise provided,the Owner shall purchase and maintain,in a company or companies lawfully authorized to do business.in the jurisdiction in which the Project is located,property insurance written on a builder's risk"all-risk"or equivalent policy form in the amount of the initial Contract Sum,plus value of subsequent Contract modifications and cost of materials supplied or installed by others,comprising total value for the entire Project at the site on a replacement.'"Cost basis without optional deductibles. Such property insurance shall be maintained,unless otherwise•ptvideclthe`Ctitiract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of sue iti ttratil .until final payment has been made as provided in Section 9.10 or until no person or entity other*an wnlan insurable interest in the property required by this Section 11.4 to be covered, whichever is la t ;Itallce shall include interests of the Owner,the Contractor,Subcontractors and Sub- subcontewtocrib the Profi t, §11':x.1,1 1 �y? sit sl be on an"all-risk"or equivalent policy form and shall include, without limitation, insurance""a test t �s 1tf (with extended coverage)and physical loss or damage including,without dupttcatiott.of coe,th , ttndalism, malicious mischief,collapse,earthquake,flood,windstorm,falsework, testing and start tefupt buildings and debris removal including demolition occasioned by enforcement of any applicable legahregyfr 't ts,'and shall cover reasonable compensation for Architect's and Contractor's services and expenses regecl" n resell of such insured loss. § 11.441 IUthe Owner 4006 not intend to purchase such property insurance required by the Contract and with all of the coverages in tee; rn described above,the Owner shall so inform the Contractor in writing prior to cornmencetneat Melee"' ork.The Contractor may then effect insurance which will protect the interests of the Contractor,Subcontrar r >and Sub-subcontractors in the Work,and by appropriate Change Order the cost thereof shall be charged-V r.If the.Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insuttntribed ve,without so notifying the Contractor in writing,then the Owner shall bear all wasonablet"coasts properly attnbtit,,thereto. §"11.4.1.3 Ifthe ins t)*ance requires deductibles,the Owner shall pay costs not covered because of such deductibles. §,11.4.1.4 Ts property ins l cover portions of the Work stored off the site,and also portions of the Work in transit. §11.4.1.5 Partial olpanc? e in accordance with Section 9.9 shall not commence until the insurance company or companies provi surance have consented to such partial occupancy or use by endorsement or otherwtse4"7 t3wner and"tfie Contractor shall take reasonable steps to obtain consent of the insurance company or c9mpanie.4-ttt s' :without mutual written consent,take no action with respect to partial occupancy or use that would cause danncelltion,lapse or reduction of insurance. §11.4.2 Boiler and Machinery Insurance.The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation 44,u#ttil final acceptance by the Owner;this insurance shall include interests of the Owner,Contractor, sttbcdnttillGtti = d Sub-subcontractors in the Work,and the Owner and Contractor shall be named insureds. §11.4. .1,oss of Use Insurance.The Owner,at the Owner's option,may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards,however caused.The Owner waives all rights of action against the Contractor for loss of use of the Owner's property,including consequential losses due to fire or other hazards however caused. AIA Document A201 n"—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 38 Unauthorized reproduction or distribution of this AIO Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 0811812004 under Order No.1000117582_1 which expires on 5110/2005,and is not for resale. User Notes: (3552668520) v..rl §11.4.4 If the Contractor requests in writing that insurance for risks other than those described herein or other special causes of loss be included in the property insurance policy,the Owner shall,if possible,include such ins urance,and the cost thereof shall be charged to the Contractor by appropriate Change Order. §11.4.5 If during the Project construction period the Owner insures properties,real or personal or both,at or adjacent to the site by property insurance under policies separate from those insuring the Project,or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period,the Owner shall waive all rights in accordance with the terms of Section 11.4.7 for damages caused by fire or other causes of loss covered by this separate property insurance.All separate policies shall provide this waiver of subrogation by endorsement or otherwise. §11.4.6 Before an exposure to loss may occur,the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Section 11.4.Each policy shall contain all generally applicable conditions,''definitions,eXclusions and endorsements related to this Project.Each policy shall contain a provision that the policy will not be canceled or allowed to expire,and that its limits will not be reduced,until at least 30 days' pricer written notice has been given to the Contractor. §114,7 Waivers of Subrogatlo n. The Owner and Contractor waive all rights against(1)each other and any of their subcontractors,sub-subcontr4etors,agents and employees,each of the other,and(2)the Architect,Architect's consultants,separate contractors described in Article 6,if any,and any of their subcontractors,sub-subcontractors, agenits andrtttployees,.for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to this Sectaion,11.4 or other property insurance applicable to the Work,except such rights as they have to proceeds of such insurainlee held by the Owner as fiduciary.The Owner or Contractor,as appropriate,shall ,rewire of the Architect;A hitect's consultants,separate contractors described in Article 6,if any,and the subcontractors,sub-sub contractors,agents and employees of any of them,by appropriate agreements, written where legally required for validity,similar waivers each in favor of other parties enumerated herein.The policies shall provide such waivers of subrogation by endorsement or otherwise.A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification,contractual or otherwise,.,did not pay the insurance premium directly or indirectly,and whether or not the person or entity had an insurable interest in the property damaged. §11A,8 A loss insured under Owner's,:farpperty insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary fi-46insureds,as their interests may appear,subject to requirements of any applicable mortgagee clause and° ction 11.4.10.The Contractor shall pay Subcontractors their just shares of insurance-,proceeds received by-the Contractor,and by appropriate agreements, written where legally required for validity,shall require Subcontractors to make payments to their Sub-subcontractors in similar manner. §11A4l if required in writing by 4min interest,the Owner as fiduciary shall,upon occurrence of an insured loss, give bond=for proper perfo ,+afthe Owner's duties.The cost of required bonds shall be charged against proceeds received as fiduciary.The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in acpox'dance with such agreement as the parties in interest may reach,or in accordance with an arbitration,award in which�the procedure shall be as provided in Section 4.6.If after such loss no other special agreement is made slid-unless the Owner terminates the Contract for convenience,replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7 §11`.4.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power;if such objection is made,the dispute shall be resolved as provided in Sections 4.5 and 4.6.The Owner as fiduciary shall,in the case of arbitration,make settlement with insurers in accordance with directions of the arbitrators.If distribution of insurance proceeds by arbitration is required,the arbitrators will direct such distribution. §11.5 PERFORMANCE BOND AND PAYMENT BOND §11.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties. 34 Unauthorized reproduction or distribution of this Al a Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08118/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) "`✓` `4400, §11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract,the Contractor shall promptly furnish a copy of the bonds or shall permit a "copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK §12.1 UNCOVERING OF WORK 112.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents,it must,if required in writing by the Architect,be uncovered for the ,Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. §"12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to examine prior to its being covered,the Architect may request to see such Work and it shall be uncovered by the Contractor.If such Work is in accordance with the Contract Documents,costs of uncovering and replacement shall,by appropriate Change Order,be at the Owner's expense.If such Work is not in accordance with the Contract Documents, "correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate Contractor in which event the Owner shall be responsible for payment of such costs. §12 2 CORRECT OF WORK: 112,24 BEFORE OR AFf ,UBSTANTIAL COMPLETION §12.2.11'The"Cotltractorsal promptly correct Work rejected by the Architect or failing to conform to the regtiir atnents"ofthe Contract Documents, whether discovered before or after Substantial Completion and whether or `trot fabricate installed or completed.Costs of correcting such rejected Work,including additional testing and inspectiomand compensation for the Architect's services and expenses made necessary thereby,shall be at the Contractor's expense. 12 2; fTER SUBST 'NTIAL COMPLETION 12,21 *addition to the Contractor's obligations under Section 3.5,if, within one year after the date of Substantial"Completion of tale Work or designated portion thereof or after the date for commencement of warranties establighed"under Section 9ws9.1,or by terms of an applicable special warranty required by the Contract Documents, •nay of tho Work is found to be not in accordance with the requirements of the Contract Documents,the Contractor hall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously giyen the Contractor a written acceptance,of such condition.The Owner shall give such notice promptly after discovery of the condition:Durin ":tl .iie-year period for correction of Work,if the Owner fails to notify the Contracor°and give the Contractor,an opportunity to make the correction,the Owner waives the rights to require correcdon-by the Contractor and"to make a claim for breach of warranty.If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect,the Owner may corMet it in accordance with Section 2.4. 92.2.2,2"Tl cone-year period for correction of Work shall be extended with respect to portions of Work first ptefformed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. §12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor,pursuant to this Section 12.2. -12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12,2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially Cott7pleted,of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 1°215,Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents.Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work,and has no relationship to the time within which the obligation to comply with the Contract AIA Document A201 TM—1997.Copyright®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. .35 Unauthorized reproduction or distribution of this AIA`Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) 1"00 Documents may be sought to be enforced,nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. §12.3 ACCEPTANCE OF NONCONFORMING WORK §12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents,the Owner may do so instead of requiring its removal and correction,in which case the Contract Sum will be reduced as appropriate and equitable.Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS §93.1 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 `I`he"(3wner and Contractor respectively bind themselves,their partners,successors,assigns and legal representatives to the other party hereto and to partners,successors,assigns and legal representatives of such other party iq w�wt to covenants,agreements and obligations contained in the Contract Documents.Except as provided in Sec,p-A'43.2.2,neitherp tyyto the Contract shall assign the Contract as a whole without written consent of the otl ,T eitherpWy atte"l to make such an assignment without such consent,that party shall nevertheless remain legally responsible for all obligations under the Contract. ,f,,,13,;12 2 ThoOwnsr?may,without consent of the Contractor,assign the Contract to an institutional lender providing 60MmW. 0 financing for-the.Project.In such event,the lender shall assume the Owner's rights and obligations under the Contract Documents.The Contractor shall execute all consents reasonably required to facilitate such assignment. §13A3WRIVEN.=I OTICE 13:31 19ritteti notice shall be deemed to have been duly served if delivered in person to the individual or a member of ttt firm or entity or to an.officer of the corporation for which it was intended,or if delivered at or sent by register or certified mail to the last business address known to the party giving notice. §:13:5M-iTS,WD'REMEDIES §,13A.1 Dutiiiand obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a"litnitation of duties,obligations,rights and remedies otherwise imposed or available ,Flaw, §�13;;$1,No action or failure to act by the Owner,Architect or Contractor shall constitute a waiver of a right or duty afforded"tent under the Coatraetj nor shall such action or failure to act constitute approval of or acquiescence in a bach,tiraetider,except as nifty"be specifically agreed in writing. §13.5 TESTS AND INSPECT OOP §13.5.1 Tests,"inspeetiotxs and approvals of portions of the Work required by the Contract Documents or by laws, ordinances,rules,regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided,the Contractor shall make arrangements for such tests,inspections and approvals with an i ndepend if esting laboratory or entity acceptable to the Owner,or with the appropriate public authority,and shall dear all relate costs of tests,inspections and approvals.The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures.The Owner shall bear costs of tests,inspections or approvals which do not become requirements until after bids are received or no concluded. 13; 2�alie Architect,Owner or public authorities having jurisdiction determine that portions of the Work require addi till 8,inspection or approval not included under Section 13.5.1,the Architect will,upon written iiuthoziu#0111 from the Owner,instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner,and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs,except as provided in Section 13.5.3,shall be at the Owner's expense. AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA' Document is protected by U.S.Copyright Law and International Treaties. 36 Unauthorized reproduction or distribution of this AIA*Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) *400, 14kop §13.5.3 If such procedures for testing,inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents,all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall beat the Contractor's expense. §13.5.4,Required certificates of testing,inspection or approval shall,unless otherwise required by the Contract Documents,be secured by the Contractor and promptly delivered to the Architect. §13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents,the Architect will do so promptly and, where practicable,at the normal place of testing. §13.5.6 Tests`or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. §11611? ytttentstae and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the#Otlie�may agree upon in writing or,in the absence thereof,at the legal rate prevailing from time to time sttlttr- iac to the.11roject is located. §1TMM� IENT"CiF` TATUTORY LIMITATION PERIOD §13:7:,1.Asr y t en 3wner and Contractor: ,1 B M stantial Completion. As to acts or failures to act occurring prior to the relevant date of Stitial,Completion,any applicable statute of limitations shall commence to run and any alleged t of actin shall be deemed to have accrued in any and all events not later than such date of SubstatttiaLco repletion; :2, B t-Substantial Completion and Final Certificate for Payment. As to acts or failures to act otirtng subsequent to the relevant date of Substantial Completion and prior to issuance of the final ;t ficate,for Payment,any applicable statute of limitations shall commence to run and any alleged ca�:ttfacti n shall be deemed to have accrued in any and all events not later than the date of isiva=_6fthe final Certificate for Payment;and 3 r Fin Certificate for Payment. As to acts or failures to act occurring after the relevant date of isst iet of the final Certificate for Payment,any applicable statute of limitations shall commence to 44wand'any alleged cause of action shall be deemed to have accrued in any and all events not later .than the date of any, aet or failure to act by the Contractor pursuant to any Warranty provided under . r %sn.15,the date of any correction of the Work or failure to correct the Work by the Contractor ulnda fiction 12.2,or the date of actual commission of any other act or failure to perform any duty or "gation by the Contractor or Owner,whichever occurs last. ARTICIO', T"�MI ITION $IJISIPENSION OF THE CONTRACT "T�4Ni A'TION BY THE CONTRACTOR The Contractplr�tnayterminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or ft uIttif thhe,Contractor or a Subcontractor,Sub-subcontractor or their agents or employees or any other"persons or entities performing portions of the Work under direct or indirect contract with the Contractor,for any of tlwfipl1o±tnn reasons: tSs ance of an order of a court or other public authority having jurisdiction which requires all Work to sio'11"Id; .2 an ae'ofgovernment,such as a declaration of national emergency which requires all Work to be stopped; .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1,or because the Owner has not iriade payment on a Certificate for Payment within the time stated in the Contract Documents;or the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request,reasonable evidence as required by Section 2.2.1. §14.1.2 The Contractor may terminate the Contract if,through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor,repeated suspensions,delays or interruptions of the entire Work AIA Document A201 TM—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA$Document is protected by U.S.Copyright Law and International Treaties. 37 Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/1812004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) N111110-11 "me by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion,or 120 days in any 365-day period,whichever is less. 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists,the Contractor may,upon seven days' written notice to the Owner and Architect,terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials,equipment,tools,and construction equipment and machinery, including reasonable overhead,profit and damages. §14.1.4 If the Work is Stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work,the Contractor may,upon seven additional days' written notice to the Owner and the Architect,terminate the Contract and recover from the Owner as provided in Section;14:1.3. §14.2 TERMINATION ZY-TME OWNER FOR CAUSE §14.2.1 The Owner may terminate the Contract if the Contractor: .1 pens stentlyor repeatedly refuses or fails to supply enough properly skilled workers or proper aterialSi; .2 fails tw-MW�e payment to gubcontractors for materials or labor in accordance with the respective agretrilleat's between the Contractor and the Subcontractors; .3 persiwwdy dtsr Ards laws,ordinances,or rules,regulations or orders of a public authority having jttd"etio>ctvo 4 otherwise isgttilty of substantial breach of a provision of the Contract Documents. 14:2:2 When any of ttte above reasons exist,the Owner,upon certification by the Architect that sufficient cause exists,t6 justify Sucfttie ion may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contra)#oes surety,if any,seven days' written notice,terminate employment of the Contractor and may;subject toahy prior fights of the surety: .1 take ptssession of the site and of all materials,equipment,tools,and construction equipment and machinery thereon owned by the Contractor; 2 ae t assignment of.4049 orttracts pursuant to Section 5.4;and .3 finb6tfie,Work b at�yer reasonable method the Owner may deem expedient.Upon request of the Contractor,the Ow, tsll furnish to the Contractor a detailed accounting of the costs incurred by the Oar in finis"t"ig the Work. §14. , .When the Owner Wift, for one of the reasons stated in Section 14.2.1,the Contractor shall not be entitl6d to receive further petit"until the Work is finished. §14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work,including compensation for the Architect's serum attd expenses made necessary thereby,and other damages incurred by the Owner and not expressly waived,svphft,6ess-sball be paid to the Contractor.If such costs and damages exceed the unpaid balance, the Contractor shall pay the dif>f± ence to the Owner.The amount to be paid to the Contractor or Owner,as the case maybe,shall be pprtified by the Architect,upon application,and this obligation for payment shall survive termination of the Contract. §14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE §14.3.1 The Owner may, without cause,order the Contractor in writing to suspend,delay or interrupt the Work in whole,or in part for such period of time as the Owner may determine. §14.3.2 l'lte Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by su*,' i tc,-delay or interruption as described in Section 14.3.1.Adjustment of the Contract Sum shall include profit.Nit adjustment shall be made to the extent: .1 that performance is, was or would have been so suspended,delayed or interrupted by another cause for which the Contractor is responsible;or .2 that an equitable adjustment is made or denied under another provision of the Contract. AIA Document A201 Tr—1997.Copyright ©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIO Document is protected by U.S.Copyright Law and International Treaties. 3$ Unauthorized reproduction or distribution of this AIA* Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1000117582_1 which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) *4*.+` §14.4 TERMINATION BY THE OWNER FOR CONVENIENCE §14.4.1 The Owner may,at any time,terminate the Contract for the Owner's convenience and without cause. §14.42 Upon receipt of written notice from the Owner of such termination for the Owner's convenience,the Contractor shall: .1 cease operations as directed by the Owner in the notice; .2 take actions necessary,or that the Owner may direct,for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice,terminate all existing subcontracts and purchase orders and enter into no further subcontracts And purchase orders. §114.4.3 In ease of such termination for the Owner's convenience,the Contractor shall be entitled to receive payment for Work executed,and costs incurred by reason of such termination,along with reasonable overhead and profit on the:Work nod executed. AIA Document A201 TM—1997.Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1967,1970,1976,1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING:This AIA&Document is protected by U.S.Copyright Law and international Treaties. 39 Unauthorized reproduction or distribution of this AIA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:08:04 on 08/18/2004 under Order No.1 000117582—I which expires on 5/10/2005,and is not for resale. User Notes: (3552668520) BOND TO THE CITY OF RENTON Bond No. 104726236 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned Ohno Construction Company �ravelers C sualtyy and Surety as principal, and ompany of Americ corporation organized and existing under the laws of the State of Connecticut as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of$ 994,990.14 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at Bothell _, Washington, this day of May 12006 . Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-06-044 providing for construction of New Park at 233 Union Ave. NE and NE 3rd Court (project name) the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Ohno Construction Com any Travelers Casualty and Surety Company Princ'p 1 Surety ul Amel ica S _ Sign ure Signature b�j Viki Baum, Attorney—in—Fact WARNIN- THIS POWER OF ATTORNEY IS INVALID WITHOUT THE R'^BORDER �i STPAUL `'_1*11 POWER OF ATTORNEY swo+ ri TRAVELERS Farmington Casualty Company g Y P Y St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 214672 Certificate No. 000259229 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Darlene Jakielski,Julie M. Glover, M.J. Cotton, Nancy J. Osborne, S.M. Scott, Steven K. Bush, Michael A. Murphy, Jim W. Doyle, Lawrence J. Newton, Andy D. Prill, Viki Baum, and Theresa A. Lamb of the City of Bothell State of Washington their true and lawful Attome s-m-Fact, YO � each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNKSS WHEREOF,the Com�Mg have caused this instruments to be signed and their corporate seals to be hereto affixed,this 22nd day of e ruary Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance`Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company G�SU,�� snarly F1RE4Wun �N IN .:°INS(/ ' •V A ",� ,4' '� ,y'n ��;.....SGy };P+........q9r, gJpl NpS ��11a„�,AFly �W+•r-rte l� WC�aaPORATED m �Itox voR�)F;m �yQ'j�pPPONgT �' � � " Z ct 9.s zs o � 1977 1927 g -` � �s -' i a r -._ e r a HARTFOaD, �twtArFaa0. � < "'ono Y gyE S a O 195t mO y �.5EAL of :6.SEJLL i y CDNN. o° t WW7 8 n 1896 OF NFN Nn„n�'�NC� `f5'N AN•1 :'a 's si �,,t..._r;� �I ,p State of Connecticut By: City of Hartford ss. Gorge W ompson,Senn r Vic President 22nd February 2006 On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. fow� In Witness Whereof,I hereunto set my hand and official seal.My Commission expires the 30th day of June,2006. * Marie C.Tetreault,Notary Public N 58440-9-05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ACORD CERTIFICATE OF LIABILITY INSURANr�' OPID $ DATE(MWDD/YYYY) OHNOC-1 05/03/06 PRODUCER THIS CERTIFICATE IS MUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Hub Internationlal Northwest HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. 0. Box, 018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bothell WA 98041-3018 Phone: 425-489-4500 Fax:425-489-4501 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Indemnity CO. INSURER B: Travelers Prop Casualty Ins Co Ohno Construction Company INSURER C: 9416 MLK Jr. Way S. INSURER D: Seattle WA 98118 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR POLICY EFFE TIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MWDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 UAMAUE B X X COMMERCIAL GENERAL LIABILITY DTECO526D9555TIL06 04/01/06 04/01/07 PREMISES(Ea occurence) $ 300000 CLAIMS MADE FX] OCCUR MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $1000000 X STOP GAP LIABILIT GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2000000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A X X ANY AUTO DT810526D9555TCT06 04/01/06 04/01/07 (Ea accident) $ 1000000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F-1 CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS CETRFF EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE 2o-75,)_700 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS IT IS AGREED THAT THE CITY OF RENTON IS INCLUDED AS ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT. SEE ATTACHED ENDORSEMENT. RE: NEW PARK AT 233 UNION AVENUE NE AND NE 3RD COURT 233 UNION AVE NE AND NE 3RD COURT, RENTON, WA CERTIFICATE HOLDER CANCELLATION CITRENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL EMAIL 45 DAYS WRITTEN CITY OF RENTON NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 1055 SOUTH GRADY WAY RENTON WA 98055 *FIYES. AU E R TIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 Y • CO.- ,iERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY—CONTRACTORS COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended c) This insurance does not apply to "bodily in- to include any person or organization you are re- jury" or "property damage" caused by "your quired to include as an additional insured on this work" included in the "products-completed policy by a written contract or written agreement operations hazard" unless you are required to in effect during this policy period and signed and provide such coverage for the additional in- executed by you prior to the loss for which cover- sured by a written contract or written agree- age is sought. The person or organization does ment in effect during this policy period and not qualify as an additional insured with respect to signed and executed by you prior to the loss the independent acts or omissions of such person for which coverage is sought and then only or organization. The person or organization is for the period of time required by such con- only an additional insured with respect to liability tract or agreement and in no event beyond caused by"your work"for that additional insured. the expiration date of the policy. 2. The insurance provided to the additional insured 3. Subpart (1)(a) of the Pollution exclusion under is limited as follows: Paragraph 2., Exclusions of Bodily .Injury and a) In the event that the limits of liability stated in Property Damage Liability Coverage (Section I — the policy exceed the limits of liability required Coverages) does not apply to you if the "bodily by a written contract or written agreement in injury" or "property damage" arises out of "your effect during this policy period and signed and work" performed on premises which are owned or executed by you prior to the loss for which rented by the additional insured at the time "your coverage is sought, the insurance provided work" is performed. by this endorsement shall be limited to the 4. Any coverage provided by this endorsement to an limits of liability required by such contract or additional insured shall be excess over any other agreement. This endorsement shall not in- valid and collectible insurance available to the crease the limits stated in Section III— LIMITS additional insured whether primary, excess, con- OF INSURANCE. tingent or on any other basis unless a written b) The insurance provided to the additional in- contract or written agreement in effect during this sured does not apply to "bodily injury", "prop- policy period and signed and executed by you erty damage", "personal injury" or"advertising prior to the loss for which coverage is sought injury" arising out of an architect's, engineer's specifically requires that this insurance apply on a or surveyor's rendering of or failure to render primary or non-contributory basis. When this in- any professional services including: surance is primary and there is other insurance available to the additional insured from any I. The preparing, approving or failing to source, we will share with that other insurance by prepare or approve maps, shop drawings, the method described in the policy. opinions, reports, surveys, field orders, change orders, or drawings and specif- 5. As a condition of coverage, each additional cations; and insured must: II. Supervisory or inspection activities per- a.) Give us prompt written notice of any "occur- formed as part of any related architectural rence"or offense which may result in a claim or engineering activities. and prompt written notice of"suit". CG D2 46 10 02 Copyright,The Travelers Indemnity Company, 2D02 Page 1 of 2 �... COMMERCIAL GENERAL LIAt ._iTY b.) Immediately forward all legal papers to us, requirement, the term "insures against' refers cooperate in the investigation or settlement of to any self-insurance and to any insurer which the claim or defense against the "suit," and issued a policy of insurance that may provide otherwise comply with policy conditions. coverage for the loss, regardless of whether c.) Tender the defense and indemnity of any the additional insured has actually requested claim or"suit'to any other insurer which also that the insurer provide the additional insured insures against a loss we cover under this with a defense and/or indemnity under that endorsement. This includes, but is not limited policy of insurance. to, any insurer which has issued a policy of d.) Agree to make available any other insurance insurance in which the additional insured that the additional insured has for a loss we qualifies as an insured. For purposes of this cover under this endorsement. D� D� O� m- n� O� m� m= n D� o. Page 2 of 2 Copyright, The Travelers Indemnity Company, 2002 CG D2 46 10 02 003917 CAG-06-044 NEW PARK AT NE 3 AND UNION AVE NE Site Location: 233 Union Ave NE Renton, WA 98059 PROJECT MANUAL SPECIFICATIONS BID # CAG-06-044 City of Renton %-OmMnnity Services 1055 S Grady Way Renton, WA 98225 Project Manager: Bill Rasmussen Ph. (425)-430-6617 Fax. (425)-430-6603 Date: March 13, 2006 Pre-Bid Site meeting will be held on Tuesday March 21St, 2006 at 10am at the site J.A. Brennan Associates, PLLC Landscape Architects/Planners 100 S. King Street, Suite 200 Seattle, WA 98104 (206) 583-0620 In Association With: KPFF Consulting Engineers Makers Architecture and Urban Design NEW PARK AT NE 3 AND UNION AVE NE Site Location: 233 Union Ave NE Renton, WA 98059 PROJECT MANUAL SPECIFICATIONS BID # CAG-06-044 City of Renton Community Se;;vices 1055 S Grady Way Renton, WA 98225 Project Manager: Bill Rasmussen Ph. (425)-430-6617 Fax. (425)-430-6603 Date: March 13, 2006 Pre-Bid Site meeting will be held on Tuesday March 21St, 2006 at loam at the site J.A. Brennan Associates, PLLC Landscape Architects/Planners 100 S. King Street, Suite 200 Seattle, WA 98104 (206) 583-0620 In Association With: KPFF Consulting Engineers Makers Architecture and Urban Design �.a. associates PLLC NEW PARK AT NE 3RD COURT AND UNION AVE NE SPECIFICATIONS TABLE OF CONTENTS DIVISION 0—BIDDING REQUIREMENTS,CONTRACT FORMS,AND CONDITIONS OF THE CONTRACT Section 00020 Synopsis of Bidding Information Section 00030 Invitation to Bid Section 00040 Call for Bids Section 00110 Bidder's Checklist Section 00200 Instruction to Bidders Section 00310 Bid Form Section 00400 Non-Collusion, Affadavit/Minimum Wage Form Section 00420 Statement of Bidder's Qualifications Section 00500 Bid Bond Form Section 00705 General Conditions Section 00800 Supplementary General Conditions Section 00810 Modifications to General Conditions Section 00900 Special Conditions Section 00910 Bend to the City of Renton Section 00920 Minimum Insurance and Related Requirements DIVISION 1 —GENERAL REQUIREMENTS Section 01010 Summary of Work Section 01026 Schedule of Values Section 01027 Application for Payment Section 01030 Base Bid and Additive Bid Items Section 01035 Modifications and Change Orders Section 01050 Field Engineering by Contractors Section 01060 Permits Section 01200 Project Meetings Section 01300 Submittals Section 0 13 10 Progress Schedule Section 01400 Quality Control Section 01510 Temporary Facilities Section 01545 Existing Underground Facilities Section 01700 Contract Closeout Section 01720 Project Record Documents Section 01730 Operation and Maintenance Data DIVISION 2—SITE WORK Section 02020 Standard Specifications Section 02050 Clearing and Grubbing for Wood Chip Trails Section 02100 Site Preparation and Demolition Section 02200 Earthwork Section 02270 Temporary Erosion and Sediment Control Section 02500 Sitework Concrete Section 02510 Trails Section 02530 Court Surfacing i Section 02550 Asphaltic Concrete Paving Section 02580 Pavement Markings and Signage Section 02660 Water Distribution Section 02720 Storm Drainage Section 02730 Sanitary Sewers Section 02810 Irrigation System Section 02930 Lawn Section 02950 Landscaping Section 02990 Site Furnishings DIVISION 3—CONCRETE Section 03100 Concrete Formwork Section 03200 Concrete Reinforcement Section 03300 Cast in Place Concrete Section 03345 Concrete Finishing DIVISION 4—MASONRY Section 04200 Unit Masonry DIVISION 5—METALS Section 05500 Metal Fabrication DIVISION 6—WOOD AND PLASTICS Section 06100 Rough Carpentry Section 06300 Timber Guardrail DIVISION 7—THERMAL AND MOISTURE PROTECTION Section 07210 Building Insulation Section 07411 Manufactured Roof Panels Section 07620 Sheet Metal Flashing and Trim Section 07700 Gutters and Downspouts Section 07901 Joint Sealants DIVISION 8—DOORS AND WINDOWS Section 08110 Steel Doors and Frames Section 08610 Fixed Skylight Section 08710 Finish Hardware DIVISION 9—FINISHES Section 09255 Gypsum Board Assemblies Section 09900 Painting DIVISION 10—SPECIALTIES Section 10155 Toilet Compartments Section 10200 Louvers and Vents Section 10425 Signs Section 10800 Toilet Accessories DIVISION 13—PREFABRICATED PICNIC SHELTER Section 13200 Prefabricated Picnic Shelter ii DIVISION 15—PLUMBING Section 15010 General Mechanical Section 15400 Plumbing and Piping Section 15800 Heating and Ventilation DIVISION lb—ELECTRICAL WORK Section 16000 General Electrical Section 16110 Electrical Raceways, Wiring and Devices Section 16140 Electrical Disconnects, Panelboards and Service Equipment Section 16500 Electrical Lighting APPENDIX A Geotechnical Report iii NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INVITATION TO BID CITY OF RENTON SECTION 00030 COMMUNITY SERVICES ADMINISTRATION NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT Sealed bids will be received until 2:30 p.m., Wednesday, April 5, 2006, at the City Clerk's office, 7th floor, and will be opened and publicly read in the fifth floor conference room, #521, of Renton City Hall, 1055 South Grady Way, Renton, WA 98055, for the New Park project at New Park at 233 Union Ave NE and NE 3rd Court, Renton, Washington. Bids received after the specified date and time will not be considered. The work under this Contract includes: Construction of a new park featuring a pedestrian plaza, concrete seat walls, picnic tables and other site furniture, a 6-stall parking lot, 1 half-size basketball court, pedestrian paths, traffic bulbs with street crossings, park plantings, irrigation, land forming, drainage improvements, construction of a restroom, installation of a prefabricated picnic shelter, construction of concrete curbs for two play areas. A single contract bid including general and specialty contracts shall be submitted in accordance with the drawings, project manual, and other contract documents. The City reserves the right to reject any and all bids and waive any informalities or irregularities in the bids received. The range for the estimated construction cost i s Q 5 ,00w0. n U Lo � nnn nn nn $ i,UUU,CUU.UU, including tax. Bid documents will be available Wednesday, March 15, 2006. Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www/bxwa.com. Click on "bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List." Questions about the project shall be addressed to Bill Rasmussen, City of Renton, Community Services Administration, 1055 Grady Way, Fifth Floor, Renton, WA, 98055, phone (425) 430-6617, fax (425) 430-6603. A pre-bid site walk-through will be held on Tuesday, March 21, 2006, at 10:00 am, at the site. Each bidder is fully responsible for familiarizing themselves with the work and the site conditions. A Bid Bond in the amount of 5% of the total amount of each bid must accompany each bid. The City reserves the right to reject any and all bids and to waive any informalities or irregularities in bids received. The City's Fair Practices and Non-Discrimination policies and State Prevailing Wage Rates apply to this project. The successful bidder shall enter into a contract in accordance with the bid and shall furnish a Performance Bond in the amount of 100% amount bid. END OF SECTION H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00030.DOC 00030 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT CALL FOR BIDS SECTION 00040 CITY OF RENTON NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT CALL FOR BIDS Sealed bids will be received until 2:30 p.m., Wednesday,April 5, 2006, at the City Clerk's office, 7"floor, and will be opened and publicly read in the fifth floor conference room, #521, of Renton City Hall, 1055 South Grady Way, Renton, WA 98055, for the New Park project at New Park at 233 Union Ave NE and NE 3rd Court, Renton, Washington. Bids received after the specified date and time will not be considered. The work, to be performed within one hundred fifty (150) calendar days from the date of commencement under this contract shall include, but not be limited to: Construction of a new park featuring a pedestrian plaza, concrete seat walls, picnic tables and other site furniture, a 6-stall parking lot, 1 half-size basketball court, pedestrian paths, traffic bulbs with street crossings, park plantings, irrigation, land forming, drainage improvements, construction of a restroom, installation of a prefabricated picnic shelter, construction of concrete curbs for two play areas. Items not included in this contract relate to the playgrounds. The play equipment, rock climbing play equipment, filter fabric for play areas and drain rock for play areas will be installed by others. Site work includes, but is not limited to. demolition, clearing, grubbing, tree removal and chipping, protection of trees and other amenities, earthwork, site drainage, AC paving, concrete paving—which includes Portland cement concrete of varying finishes, poured-in-place concrete wall construction, soil amendment and planting, lawn seeding and establishment, irrigation, site furniture, miscellaneous signs and chain link fencing. A single contract bid including general and specialty contracts shall be submitted in accordance with the drawings, project manual, and other contract documents. The City reserves the right to reject any and all bids and waive any informalities or irregularities in the bids received. The range for the estimated construction cost is $850,000.00 to $1,000,000.00, including tax. Bid documents will be available Wednesday, March 15, 2006. Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at hftp://www/bxwa.com. Click on "bxwa.com"; "Posted Projects'; "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List." Questions about the project shall be addressed to Bill Rasmussen, City of Renton, Community Services Administration, 1055 Grady Way, Fifth Floor, Renton, WA, 98055, phone (425) 430-6617, fax (425)430-6603. A pre-bid site walk-through will be held on Tuesday, March 21, 2006, 10:00 a.m., at the site. Each bidder is fully responsible for familiarizing himself with the work and the site conditions. Bid shall be in a sealed envelope marked"NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT". Bonnie I. Walton City Clerk Published: Daily Journal of Commerce March 15,March 22, 2006 END OF SECTION HAKWBilllNew Park 233 Union Ave NE\Project ManualTroject Manual0ivision O\New Park 00040.doc 00040 PAGE 1 CAG-06-044 CITY OF RENTON CALL FOR BIDS New Park at 233 Union Ave NE and NE 3rd Court Sealed bids will be received until 2:30 p.m., Wednesday, April 5, 2006, at the City Clerk's office, 7`h floor, and will be opened and publicly read in the fifth floor conference room, #521, of Renton City Hall, 1055 South Grady Way, Renton, WA 98055, for the New Park project at 233 Union Ave NE and NE 3rd Court, Renton, Washington. Bids received after the specified date and time will not be considered. The work, to be performed within one hundred fifty(150) calendar days from the date of commencement under this contract shall include, but not be limited to: Construction of a new park featuring a pedestrian plaza, concrete seat walls, picnic tables and other site furniture, a 6-stall parking lot, 1 half-size basketball court, pedestrian paths, traffic bulbs with street crossings, park plantings, irrigation, land forming, drainage improvements, construction of a restroom, installation of a prefabricated picnic shelter, construction of concrete curbs for two play areas. A single contract bid including general and specialty contracts shall be submitted in accordance with the drawings,project manual, and other contract documents. The City reserves the right to reject any and all bids and waive any in-formalities or irregularities in the bids received. The range ur the estimated construction cost is $850,000.00 to $1,000,000.00, including tax. Bid documents will be available Wednesday, March 15, 2006. Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://«-ww/bxwa.com. Click on "bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the"Bidders List.") Questions about the project shall be addressed to Bill Rasmussen, City of Renton, Community Services Administration, 1055 Grady Way, Fifth Floor, Renton, WA, 98055, phone (425) 430-6617, fax (425) 430-6603. A pre-bid site walk-through will be held on Tuesday, March 21, 2006, at 10:00 am, at the site. Each bidder is fully responsible for familiarizing themselves with the work and the site conditions. A Bid Bond in the amount of 5% of the total amount of each bid must accompany each bid. The City reserves the right to reject any and all bids and to waive any informalities or irregularities in bids received. The City's Fair Practices and Non-Discrimination policies and State Prevailing Wage Rates apply to this project. Bid shall be in a sealed envelope marked "NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT". WCZl� Bonnie I. Walton City Clerk Published: Daily Journal of Commerce March 15 and March 22, 2006 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SECTION 00110 BIDDER'S CHECKLIST BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted with the bid: 1. Proposal: The bid price shall be stated in terms of a total lump plus Alternates. Illegible figures may invalidate the bid. 2. Proposal Signature Sheet To be filled in and signed by the Bidder. END OF SECTION 00110 - 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSTRUCTIONS TO BIDDERS SECTION 00200 PART 1 INSTRUCTIONS TO BIDDERS 1. BIDDERS REPRESENTATIONS A. The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications. B. The Bidder, by making a Bid, represents that he has read and understands the Bidding Documents and the Bid is made in accordance therewith. He has also visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the bidders personal observations with the requirements of the proposed Contract Documents. C. Bids shall include Work in conformance with all applicable State Laws, Municipal Ordinances, and the rules and regulations of all authorities having jurisdiction over the construction of the Project. D. A total of one hundred fifty (150) calendar days will be allowed for the construction portion of this project. 2. CONDITIONS OF THE WORK A. Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligations to furnish all material and labor necessary to carry out the provisions of his contract. B. Insofar as possible the Contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. 3. ADDENDA AND INTERPRETATIONS A. No interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder orally. B. Every request for such interpretation should be in writing addressed to the Owner's Representative, and to be given consideration must be received at least two (2) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed and faxed no later than two (2) days prior to the date fixed for the opening of bids. Failure of any bidder to receive such addenda or interpretation shall not relieve any such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. 00200 - 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSTRUCTIONS TO BIDDERS SECTION 00200 4. SUBSTITUTIONS A. The materials, products, and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. B. The Owner's Representative shall have the final decision on the acceptability of substituted products. Refer to Section 01630 of the Specifications for Product Substitutions. 5. PREPARATION OF BIDS Each bid must be submitted on the enclosed form. Do not use or remove form bound within the specifications. All blank spaces for bid prices must be filled in, either in ink or typewritten. The amount for each specified type of work, the pre-tax lump sum, applicable taxes, and total lump sum bid must be stated in both words and figures and where conflict occurs, the written or typed word shall prevail. (see Section 1-02.6, City of Renton Supplemental Specifications). Each bid must be accompanied by fully completed and executed items in the Bidder's Checklist, Section 00110. 6. SUBMISSION OF BIDS A. Each bid must be submitted in a sealed envelope bearing on the outside the name of the bidder, his address, and the name: "New Park at 233 Union Ave NE and NE 3rd Court" B. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. C. Bids shall be submitted to the Fifth Floor, Renton City Hall, 1055 South Grady Way. Bids will be received until 2:30 pm, Wednesday, April 5, 2006. D. No telegraphic or fax modifications will be allowed. 7. AWARD OF BID A. It is the intent of the Owner to award a Contract to the lowest responsible Bidder within the funds available for work included in the Base Bid and any or all Alternates selected by the Owner(if included), inclusive of Washington State sales tax, provided the Bid has been submitted in accordance with the requirements of the Bidding Documents. B. The Owner reserves the right to reject any bidder if the evidence submitted by or investigation of such bidder fails to satisfy the Owner that the Contractor is properly qualified to complete work of the highest quality. 00200 -2 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSTRUCTIONS TO BIDDERS SECTION 00200 8. POST BID INFORMATION AND DOCUMENT SUBMITTAL A. The bidder winning the award of this project will be required to submit the following documents to the City, within ten (10) days of Notice of Contract Award: • Standard Form of Agreement—AIA Form A 10 1 • Certificates of Insurance (see Section 00920 for requirements) • City of Renton Business License • Performance Bond and Payment Bond(see Section 00910 for form) • City of Renton Affidavit of Compliance (see Section 00400 for form) • Affidavit of Intent to Pay Prevailing Wages. B. Should a bidder fail to enter into contract and furnish required documents within fourteen (14) days after his proposal has been accepted, his bid guarantee shall be retained by the Owner as liquidated damages, not as a penalty. 9. NOTICE TO PROCEED Notice To Proceed shall be given after the City Council, City Attorney, and Risk Manager approve the Contract and the Contract is signed by the Mayor. 10. TIME OF CONSTRUCTION After the designated date of Start of Work, the Contractor shall proceed with promptness and diligence. The Contractor has one hundred fifty (150) calendar days to complete the construction work. All work shall be physically complete within one hundred fifty (150) days of Notice to Proceed, unless otherwise notified by Owner. 11. LIQUIDATED DAMAGES For each calendar day after date established by the above allowed time that any portion of the work remains incomplete (in the City's sole judgment), the sum of One Thousand Dollars ($1,000.00) (not to be construed in any sense a penalty) is the agreed liquidated damages incurred by the City for failure of the Contractor to meet the scheduled completion dates. 12. CHANGE ORDER A. When extra work is performed under an approved Change Order and paid for by acceptable lump sum or mutually agreed prices, the contractor will be limited to a markup of 10% overhead and profit. B. When extra work is performed as above by a subcontractor to the general contractor, the general contractor shall be limited to a 10% markup on the subcontractors work. No further markup shall be permitted to cover any other miscellaneous costs. 13. QUALIFICATIONS OF SUBCONTRACTORS 00200 -3 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSTRUCTIONS TO BIDDERS SECTION 00200 The Owner reserves the right to approve or reject the subcontractors identified in the Bid Foinls, after bid opening, providing the Contractor has the right to decide not to enter into the contract if the Owner so exercises the right to disqualify a subcontractor. 14. SECURITY FOR FAITHFUL PERFORMANCE Simultaneously with his delivery of the executed contract, the Contractor shall furnish a surety bond or bonds, as required by RCW 39.08.010, as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract, as specified in the General Conditions included herein. The surety on such bond or bonds shall be duly authorized by a surety company satisfactory to the Owner. 15. CITY OF RENTON It should be noted that the City of Renton as project Owner is distinct in dealings and responsibilities from the City of Renton as building official and regulatory agency regarding compliance with existing ordinances, etc. 16. EQUAL OPPORTUNITY EMPLOYER The City of Renton is an Equal Opportunity Employer. END OF SECTION 00200 -4 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 FORM OF PROPOSAL ( BID ) for the NEW PARK AT NE 3RD COURT AND UNION AVENUE 233 Union Avenue NE Renton, WA 98509 Bids Due April 5, 2006 To: Renton City Hall City Clerk, Seventh Floor 1055 South Grady Way Renton, WA 98055 The undersigned hereby certifies that they have carefully examined the Contract Documents as defined in the General Conditions entitled "New Park at NE 3rd Court and Union Avenue," Renton, WA and have examined the site of the work and the locations where said work is to be done, and fully understands the manner in which payment is proposed to be made for the cost thereof, hereby proposes to furnish all materials/equipment and to perform all labor that may be required to complete said work within the time fixed, and upon the terms and conditions provided in said Contract Document for consideration of the following amounts. A. LUMP SUM BID: 1. BASE BID: For all work shown in the Contract Documents excluding applicable taxes, the sum of: Amount in writing dollars ($ Amount in number 2. APPLICABLE TAXES: Applicable taxes for all work shown in A. 1. above, the sum of: Amount in writing dollars ($ � Amount in number Page 1 of 6 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 3. TOTAL BASE BID: For all work shown in the Contract Documents, including A. 1. and A. 2. above, the total sum, including taxes, of: Amount in writing dollars ($ ) Amount in number The undersigned understands that: a. The Total Base Bid includes overhead and profit. b. The Total Base Bid includes Washington State Sales tax. c. The Construction Work shall be completed within (150) calendar days from issuance by the City of Notice to Proceed. d. The Contractor has reviewed, understands, and will provide the insurance coverage as called for in the Contract Documents. B. ADD ALTERNATIVE BID ITEM NUMBER 1 Install 5 Benches, portion of Timber Guardrail, Backstop Distance Marker Signage per plan. Install Install per Plan Applicable Taxes Total Additive Number 1 Add Alternative Bid Item Number 2 Install Picnic Shelter per Plan Applicable Taxes Total Additive Number 2 Add Alternative Bid Item Number 3 Install Drainage system per Plan (Includes 8" Storm Drain - Complete in Place, 6" Storm Drain - Complete in Place, Catch Basin Type 1, Flow dispersion trench) Applicable Taxes Total Additive Number 3 Page 2 of 6 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 Add Alternative Bid Item Number 4 Install Traffic Bulbs per plan (Work includes existing concrete and asphalt demo, new asphalt paving, new concrete paving, concrete curb and gutter, crosswalk striping, glass bead reflective paint, ADA ramps, raising catch basin rims, installation of catch basins and related pipe, relocating bus stop sign and related concrete paving.) Applicable Taxes Total Additive Number 4 Add Alternative Bid Item Number 5 Install Shrub and Groundcover plantings per Plan Applicable Taxes Total Additive Number 4 The undersigned certifies that the above is a firm and valid BID to accomplish all Work and comply with all requirements of the Contract Documents. Date Signature Signed Printed Title C. PRINCIPAL SUBCONTRACTORS: The undersigned proposes to use the following subcontractors to complete the work as shown on the drawings and described in the specifications. FIRM TASK VALUE OF WORK Page 3 of 6 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 D. CONDITIONS OF PROPOSAL: A. DETERMINATION OF THE LOW BIDDER: The owner reserves the right to 'Award a Contract' to the Contractor submitting the lowest bid within the funds available for work included in the Total Base Bid and in whatever manner is in the Owner's best interest. E. PERIOD OF BID VALIDITY/ACCEPTANCE OF BID A. BID VALIDITY The undersigned hereby agrees that this BID as described in paragraph "A" shall be valid and firm offerings for the period of forty-five (45) days from closing time for the "Receipt Of Bids." B. BID ACCEPTANCE Acceptance of Bid: Within forty-five (45) days after the opening of Form Of Proposal, the City will act either to accept the Proposal from the lowest responsive, responsible Bidder, or to reject all Bids. The City reserves the right to request extensions of such Bid acceptance period. The acceptance of a Bid will be evidenced by a written Notice of Intent to Award Contract to the Bidder whose Bid is under consideration for acceptance, together with a request to furnish a bond, evidence of insurance to execute the agreement set forth in the Contract Documents, and other designated documents. F. EXECUTION OF CONTRACT A. If written "Notice of Intent to Award Contract" is mailed, telegraphed, facsimile, or delivered to the undersigned within the "period of Bid Validity" noted above, or any time thereafter before this Bid is withdrawn, the undersigned will, within ten (10) days after the date of such notification, execute a Contract in the form of the AIA Document A101 "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR - STIPULATED SUM", 1997 edition. B. If the business is a Corporation, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by Corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. if the business is a partnership, full name of each partner should be listed, followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an Individual Proprietorship, the name of the owner should appear, followed by d/b/a and the name of company. Page 4 of 6 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 G. TIME FOR COMPLETION The undersigned hereby agrees to "FINAL COMPLETION' of all Work outlined in the Contract Documents within one hundred fifty (150) calendar days after receipt of Notice to Proceed. H. LIQUIDATED DAMAGES A. If the Contractor fails to complete the Work by the FINAL COMPLETION DATE (or such extension of that date which might be granted by the Owner), he agrees to abide by all provisions of the Contract including Section 01700 — Project Administration and Closeout. In addition, Liquidated Damages in the amount of One Thousand Dollars ($1,000.00) will be assessed for each calendar day that the Contractor exceeds the "FINAL COMPLETION DATE." 1. ADDENDUM RECEIPT A. Receipt of the following "ADDENDA" to the CONTRACT DOCUMENTS is acknowledged: Addendum No. Date Addendum No. Date Addendum No. Date J. EXECUTION OF PROPOSAL Name of Firm State License Registration No. Address City State Zip Code Telephone ( ) FAX ( ) The undersigned designates the above as the firm and address to which "NOTICE OF CONTRACT AWARD" may be mailed, hand delivered or delivered via facsimile. NOTE: If a Bidder is a corporation, write state of incorporation; and if a partnership, give full names and addresses of all partners below: Page 5 of 6 NEW PARK AT NE 3RD COURT AND UNION AVENUE BID FORM SECTION 00310 The undersigned certifies that the above is a firm and valid BID to accomplish all Work and comply with all requirements of the Contract Documents. Date Signature Signed Printed Title K. ENCLOSURES PROVIDED BY CONTRACTOR A. The Contractor shall provide the following enclosure with this Form of Proposal: 1. Non-Collusion Affidavit (located in this Specification Section 00400). 2. Assignment of Antitrust Claims To Purchaser (located in this Specification Section 00400). 3. Minimum Wage Affidavit Form, (located in this Specification Section 00400). 4. Statement of Bidder's Qualifications (located in this Specification Section 00420). 5. Bid Bond Form, (located in this Specification Section 00500). END OF BID FORM Page 6 of 6 DIVISION 0 - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SYNOPSIS OF BIDDING INFORMATION SECTION 00020 1. PROJECT: NEW PARK at 233 Union Ave NE and NE 3rd Ct. 233 Union Avenue NE Renton, WA 98056 2. OWNER: City of Renton 1055 South Grady Way Renton, WA 98055 3. OWNERS REPRESENTATIVE: Bill Rasmussen, Capital Project Coordinator Community Services Administration Renton City Hall, 5`h Floor 1055 South Grady Way Renton, WA 98055 Phone(425) 430-6617 FAX (425) 430-6603 4. BIDS DUE: Wednesday, April 5, 2006 by 2:30 p.m. Renton City Hall- Fifth Floor—Bill Rasmussen 5. TENTATIVE SCHEDULE OF WORK: The following dates represent the tentative schedule for the Work to be performed under this contract: Plans Available for Bidding Wednesday, March 15, 2006 Pre-Bid Site Walk-Thru Tuesday, March 21, 2006 at 10:00 am at site. Bids Due by 2:30 p.m. Wednesday, April 5, 2006 Commence Construction Work As soon as possible 6. TIME OF CONSTRUCTION: One Hundred Fifty(15 0) calendar days. No construction is permitted during the lead time. Liquidated damages thereafter at one thousand dollars ($1,000.00) per day. 7. BID SECURITY: N/A 8. PERFORMANCE BOND &PAYMENT BOND: 100% of contract amount 9. WAGES: Pay state promulgated prevailing wages rates. 10. TYPE OF CONTRACT: Single lump-sum contract encompassing all work. END OF SECTION 00020 - 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT NON-COLLUSION AFFAD"IT/MINIMUM WAGE FORM SECTION 00400 NON-COLLUSION AFFIDAVIT Being duly swom,deposes and says,that he is the identical person who submitted the forgoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named,and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding,and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over the other Bidder or Bidders. AND CERTIFICATION RE:ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually bome by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation,or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I,the undersigned, having been duly swom,deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer,workman,or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract:that 1 have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON-COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT: NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT Name of Bidder's Finn Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of 2006. Notary Public in and for the State of Washington Residing at: END OF SECTION HAKW13i111New Park 233 Union Ave NETroject ManuanProject ManuallDivision OXNew Park 00400_DOC 00400 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 STATEMENT OF BIDDERS QUALIFICATIONS Name of Contractor........................................................................................................................................... Address: ........................................................................................................................................... ........................................................................................................................................................... PhoneNumber: ................................................. Fax : ................................................. Washington State Department of Labor and Industries Workmen's Compensation Account No.: ........................................................................................................................................................... Washington State Department of Licenses Contractor's Registration No..................................................................................................................................................... Gxnir }inn rl } f— -.. vase. ......................... Number of years the contractor has been engaged in the construction business under the present firm name indicated:................................................. Gross dollar amount of work under contract: ................................................................................ Gross dollar amount of contracts not completed: .......................................................................... Type of work generally performed by contractor: ......................................................................... ........................................................................................................................................................... List of five public projects of a similar nature which have been completed by the contractor within the last five years and the gross dollar amount of each project: Bid Contact& Year Project Name Agency Phone No. Completed Amount .................................... ....................................... ................................ ................. ................... I........................ ....................................... ................................ ................... ..............I..................... ....................................... ...........I.................... ................... .................................... ...............................I....... ................................ ................. ................... .................................... ....................................... ................................ ................... H:\Kirn0i11\New Park 233 Union Ave NE\Project Manual\Project Manual\Division Mew Park 00420.doc 00420 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 List of major pieces of equipment which are owned by the Contractor and which will be available and required for use on this project: ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... ........................................................................................................................................................... Bank References: .......................................................................................................................................................... Have you changed bonding companies within the last three years................................................... Ifso, why? (Optional): ...................................................................... ................. .......................................................................................................................................................... Have you ever sued or been sued by the client on any public works contract for a special district, municipality, county, or state government? .................................... ................................................. Who? ....................................................... ........................................................................................ Forwhat reason: .............................................................................................................................. ...................................................................................................................................................I....... ........................................................................................................................................................... Disposition of case, if settled: ........................................................................................................................................................... Name of Superintendent to be used on the project and how long with your company:..................... ........................................................................................................................................................... Bidder: (Printed Name of Bidder) By: ................................................................................................ (Signature of Authorized Official) Title: END OF SECTION H:1Kim113i1hNew Park 233 Union Ave NE\Project ManuallProject Manual\Division OlNew Park 00420.doc 00420 PAGE 2 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT BID BOND FORM SECTION 00500 Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$ , which amount is not less than five percent of the total bid. Sign here: Know All Men by These Presents: That we, as Principal, and as Surety, are held and firmly bound until the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 20_ Principal Surety Received return of deposit in the sum of$ END OF SECTION HAKW13ill\New Park 233 Union Ave NE\Project ManuaRProject ManuahDivision Mew Park 00500.DOC 00500 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT GENERAL CONDITIONS SECTION 00705 1. GENERAL CONDITIONS OF THE CONTRACT A. STANDARD FORM The General Conditions of the Contract for Construction, AIA Document A201 as referenced and as follows, Articles 1 through 14 inclusive. They are included as part of the contract. The Contractor and all subcontractors shall read and be governed by them, with enclosed "Modifications to General Conditions" in Section 00810. END OF SECTION "GENERAL CONDITIONS of the CONTRACT for CONSTRUCTION," PAGES 1-39 FOLLOW THIS SECTION H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00705.DOC 00705 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SUPPLEMENTARY GENERAL CONDITIONS SNOW-` SECTION 00800 1. TERMS OF MODIFICATIONS AND SUPPLEMENTS A. The following supplements shall modify, delete, and/or add to the General Conditions or Instructions to Bidders. Where any article, paragraph, or subparagraph in the General Conditions is supplemented by one of the following paragraphs, the provisions of such article, paragraph, or subparagraph shall remain in effect and the supplemental provisions shall be considered as added thereto. Where any article, paragraph, or subparagraph in the General Conditions is amended, voided, or superseded by any of the following paragraphs, the provisions of such article, paragraph, or subparagraph not so amended, voided, or superseded shall remain in effect. 2. ADDITIONAL MODIFICATIONS AND SUPPLEMENTS The supplements referenced within this section are identified with the same number and title used for that topic in the General Conditions. A. ARTICLE 1.1 — BASIC DEFINITIONS Supplement Article 1.1 with the following: 1.1.8 Final Completion The designated time following Substantial Completion when all work has been signed off by the Engineer. In addition to the requirements of Substantial Completion, Final Completion shall include, but not be limited to receipt of all Record Drawings, Surveys, and resolution of all Punch List Items. B. ARTICLE 1.2— CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS Supplement Article 1.2 with the following: 1.2.4 Contract Drawings The following drawings are a part of the Contract Documents: TITLE Existing Conditions Ex-1 Existing Conditions Ex-2 Existing Conditions Ex-3 Tree List Demolition D-1 Demolition Plan D-2 Demolition Plan H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00800.DOC 00800 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SUPPLEMENTARY GENERAL CONDITIONS SECTION 00800 Civil C-1.0 TESC Plan C-1.1 TESC Plan C-1.2 TESC Details C-2.0 Paving & Horizontal Control Plan C-2.1 Paving & Horizontal Control Plan C-2.2 Paving Details C-2.3 Paving Details C-2.4 Paving Details C-3.0 Storm Drainage Plan C-3.1 Storm Drainage Plan C-3.2 Storm Drainage Details C-3.3 Storm Drainage Details C-4.0 Utility Plan C-4.1 Utility Plan C-4.2 Utility Details C-4.3 Utility Details Landscape L-1 Grading Plan L-2 Grading Plan L-3 Site Layout Plan L-4 Site Layout Plan L-5 Irrigation Plan L-6 Irrigation Plan L-7 Planting Plan L-8 Planting Plan L-9 Plaza Area Detail L-10 Site Details L-11 Site Details L-12 Site Details L-13 Site Details L-14 Site Details L-15 Irrigation Details Architectural A-1 Restroom Building Plans and Elevations A-2 Restroom Building Plans and Elevations A-3 Restroom Building Plans and Elevations Structural S1.1 Structural General Notes S1.2 Structural General Notes S2.1 Structural Plan S3.1 Structural Details S4.1 Structural Details H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00800.DOC 00800 PAGE 2 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SUPPLEMENTARY GENERAL CONDITIONS SECTION 00800 Mechanical M1 Mechanical Notes and Schedules M2 Mechanical and Plumbing Floor Plans Electrical E1.0 Electrical Site Plan E2.0 Electrical Details C. ARTICLE 3.2 — REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR Supplement Article 3.2 with the following: 3.2.4 A pre-bid meeting has been set for Tuesday, March 21, 2006, at 10:00 a.m. The meeting will convene at 233 Union Avenue NE and NE 3rd Court, Renton, WA. D. ARTICLE 3.7— PERMITS, FEES AND NOTICES Supplement Article 3.7.1 with the following: The following permits will be obtained by the City of Renton prior to a Notice to Proceed: 1. A Building Permit. Any additional permits, certificates, or agency approvals required for completion of this work are the responsibility of the Contractor. E. ARTICLE 4.3— CLAIMS AND DISPUTES Supplement Article 4.3 with the following: 4.3.11 Pursuant to the requirements of the General Conditions, the Liquidated Damages for failure to achieve Substantial Completion as required shall be $1,000.00 per day, and for failure to achieve Final Completion within an additional thirty days after Substantial Completion shall be 10% of the Liquidate Damages daily rate for failure to achieve Substantial Completion. The damages stipulated above are to be deducted as Liquidated Damages from any monies due or to become due. H:\Kim\BiIIWew Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00800.DOC 00800 PAGE 3 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SUPPLEMENTARY GENERAL CONDITIONS SECTION 00800 F. ARTICLE 8.2— PROGRESS AND COMPLETION Supplement Article 8.2 with the following: 8.2.4 The Contract, in its entirety, shall reach Substantial Completion within 150 calendar days, dating from date of award of the contract, and shall reach Final Completion within 14 calendars days of Substantial Completion. G. ARTICLE 11 — INSURANCE AND BONDS Refer to Conditions in Section 00920 and modify where necessary to include these insurance requirements. END OF SECTION H:\Kim\BiII\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00800.DOC 00800 PAGE 4 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT MODIFICATIONS TO GENERAL CONDITIONS SECTION 00810 1. TERMS OF MODIFICATIONS AND SUPPLEMENTS A. Where any article of the General Conditions is modified or any Paragraph, Subparagraph, or Clause is modified or deleted by Section 00810 or in the body of the General Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph, or Clause remain in effect. 2. ADDITIONAL MODIFICATIONS AND SUPPLEMENTS A. ARTICLE 11 - INSURANCE AND BONDS 1. Refer to Conditions in Section 00920 and modify where necessary to include these insurance requirements. ENDC OF SECTION 00810 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SPECIAL CONDITIONS SECTION 00900 1. COMPLIANCE WITH WAGE RATES AND FILING OF "INTENT TO PAY PREVAILING WAGES" HEREINAFTER CALLED "INTENT"AND "AFFIDAVIT OF WAGES PAID" A. The Contractor and Subcontractors shall comply with 39.12 RCW and amendments 'Prevailing Wages on Public Works." For the most recent State Promulgated Wage Rates refer to the website www.Ini.wa.gov/prevailingwage or contact the Department of Labor& Industries. B. The prevailing rate wages to be paid to all workers, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Washington State Department of Labor and Industries and the Schedule of Prevailing Wage Rates determined by the Industrial Statistician of the Department of Labor and Industries, are available on the website listed above or may be obtained from Washington State Department of Labor and Industries. C. In case any wage dispute arises as to what are the prevailing rates of wages for work of a similar nature, and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for dispute resolution to the Department of Labor and Industries. The findings shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage data will be furnished by the Industrial Statistician upon request. Requests shall be made to the State of Washington Department of Labor and Industries. The Contractor is responsible for paving the appropriate wage rates. D. The Contractor, and all Subcontractors, on or before the date of commencement of work, shall file a statement under oath with the Owner and with the Director of Labor and Industries certifying the rate of hourly wages paid to each classification of laborers, workers, or mechanics employed to perform work under this Contract shall not be less than the prevailing rate of wages determined by the Washington State Labor and Industries. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. E. Prior to commencing work, the Contractor and each and every Subcontractor hall file a sworn statement of "Intent to Pay the Prevailing Wages," including fringe benefits for each job classification to be utilized. Sample copy enclosed herein. F. Copies of all "Intents" shall be on file with the Contractor, the Industrial Statistician, and the Owner. G. Affidavits of Wages Paid, upon completion of project, the Contractor shall fully execute and file "Affidavit of Wages Paid"with the Washington State Department of Labor and Industries and any other agencies required by law. Sample copy enclosed herein. H:\Kim\Bill\New Park 233 Union Ave NE\Project ManuaRProject Manual\Division O\New Park 00900.DOC 00900 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SPECIAL CONDITIONS SECTION 00900 Copies of the Affidavits shall be provided to the City prior to Final Completion and Final Payment. Each affidavit of wages paid must be certified by the Industrial Statistician of the Department of Labor and Industries before it is submitted. H. All costs and fees for and associated with the "Intent to Pay Prevailing Wages" and "Affidavits of Wages Paid" are to be paid by the Contractor. 2. STATE LICENSING LAW The Contractor agrees to comply with all requirements of Chapter 18.27 RCW. The Contractor agrees and covenants to furnish unto the Owner proper evidence that the Contractor has fully complied with the State Licensing Law of the State of Washington, Chapter 18.27 RCW, and a Contractor's Certificate of Registration shall be in full force and effect throughout the work project herein above enumerated, prior to starting work. 3. tiv^iv-D1SCRIMINAT1Oiv A. It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, age, or disability, when the City of Renton can reasonably accommodate the disability of employees and applicants for employment and fair, non- discriminatory treatment to all citizens. B. EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities including recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job- related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. C. COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. D. AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators managers, supervisors, Contract Compliance Officers, and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00900.DOC 00900 PAGE 2 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT SPECIAL CONDITIONS SECTION 00900 E. CONTRACTORS OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and in the City's Affirmative Action Plan and Equal Employment Program. 4. ENVIRONMENTAL LEGISLATION A. The following list represents those federal, state, and local statutes, ordinances, regulations and orders dealing with preservation of public natural resources and prevention of environmental pollution currently know to the Owner and that may effect or are effected by the proposed work. Bidders shall review such materials prior to submittal of sealed bids. 1. Federal: Title 42, Section 4321, et. seq., of the United States Code. 2. State: Water Pollution Act, Chapter 90.58 RCW State Environmental Policy Act of 1971, Chapter 43.21 C RCW and WAC Chapter 197-11/Title 38 RCW and Chapter 60.28 RCW. 3. Regional: Regulations I and Il - Puget Sound Clean Air Agency. 4. Local: Applicable city ordinance and regulations. B. The successful Bidder shall comply with applicable portions of the listed statutes, ordinances, regulations, conditions, and such other regulatory measures dealing with the prevention of environmental pollution and the preservation of public natural resources. 5. CITY OF RENTON BUSINESS LICENSE Prior to signing a contract the contractor agrees to purchase a City of Renton Business License and maintain the license in full force and effect throughout the work of the project. License may be purchased from the Finance Department located in the Renton City Hall, Lobby Level, 1055 South Grady Way, Renton, WA. END OF SECTION H:\Krn\Bi11\New Park 233 Union Ave NE\Project ManuaRProject ManuaRDivision O\New Park 00900.DOC 00900 PAGE 3 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT BOND TO THE CITY OF RENTON FORM SECTION 00910 KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned as principal,and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum$ for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at Washington, this day of 2006. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG- providing for construction of Projed Name the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract,the undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Principal Surety Signature Signature Title Title END OF SECTION H:Wrn\Bi111New Park 233 Union Ave NE\Project Manual\Project ManualTivision OWew Park 00910.DOC 00910 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSURANCE& RELATED REQUIREMENTS SECTION 00920 PART 1. MINIMUM INSURANCE COVERAGE AND REQUIREMENTS The CONTRACTOR shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the CONTRACTOR under Contract. The CONTRACTOR shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. (1) Commercial General Liability - Accord Form or equivalent, written on an occurrence basis, including: • Premises and Operations (Including CG 2503 general aggregate to apply per project if applicable) • Explosion, Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits - Show Washington Labor & Industries Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. (5) USH&L (United States Harborworkers and Longshoremen) Insurance • USH&L insurance is required for work within a certain distance from the water's edge and over the water, such as on a pier, dock or wharf. PART 2. CONTRACTORS INSURANCE REQUIREMENTS The CONTRACTOR shall carry the following limits of liability as required below: 1. Commercial General Liability General Aggregate* $2,000,000 Products/Completed Operations Aggregate $2,000,000 Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $ 50,000 Medical Payments (Any One Person) $ 5,000 Stop Gap Liability $1,000,000 *General Aggregate to apply per project H:\}Cim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00920.DOC 00920 PAGE 1 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSURANCE & RELATED REQUIREMENTS SECTION 00920 2. Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) 3. Workers' Compensation Statutory Benefits - Show Washington Labor & Industries Number 4. Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 PART 3. ADDITIONAL REQUIREMENTS CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds (ISO Form CG 2010 or equivalent). CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if at our sole discretion it is deemed appropriate Further, all policies of insurance described above shall: 1. Be on a primary basis nor contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. 2. Include a Waiver of Subrogation Clause. 3. Severability of Interest Clause (Cross Liability) 4. Policy may not be non-renewed, canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. An example of an acceptable cancellation clause is as follows: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will eRdeave mail 45 days written notice to the certificate holder named to the left. 4 46-ageRtG 9F Feplese-tatiVBG 1 5. The CONTRACTOR shall promptly advise the CITY OF RENTON in the event any general aggregate or other aggregate limits are reduced below the required per occurrence limit. At his or her own expense the CONTRACTOR will reinstate the aggregate limits to comply with the minimum requirements and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00920.DOC 00920 PAGE 2 NEW PARK AT 233 UNION AVE NE AND NE 3RD COURT INSURANCE& RELATED REQUIREMENTS SECTION 00920 6. Required insurance coverage shall be maintained throughout the term of this contract, except Automobile Liability and Workers' Compensation, for a period of two (2) years after the date of substantial completion of the project. 7. On all Certificates of Insurance, the Certificate Holder shall be listed as "City of Renton, Washington, Attention: Bill Rasmussen, Project Manager." END OF SECTION H:\Kim\Bill\New Park 233 Union Ave NE\Project Manual\Project Manual\Division O\New Park 00920.DOC 00920 PAGE 3 DIVISION 1 - GENERAL REQUIREMENTS NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01010 PAGE 1 SUMMARY OF WORK PART 1 - GENERAL 1.01 Scope of Work A. This contract includes work as described below. The descriptions are summarized and may not include specific reference to all incidental work elements required to complete the contract. Includes all labor, materials, equipment and incidentals required for completion of the work as shown on the Drawings and specified herein. B. The work under this Contract includes: Development of a new park featuring a pedestrian plaza, concrete seat walls, picnic tables and other site furniture, a 6-stall parking lot, 1 half-size basketball court, pedestrian paths, traffic bulbs with street crossings, park plantings, irrigation, land forming, drainage improvements, construction of a restroom, installation of a prefabricated picnic shelter, construction of concrete curbs for two play areas. Items not included in this contract relate to the playgrounds. The play equipment, rock climbing play equipment, filter fabric for play areas and drain rock for play areas will be installed by others. Site work includes, but is not limited to, demolition, clearing, grubbing, tree removal and chipping, protection of trees and other amenities, earthwork, site drainage, AC paving, concrete paving—which includes Portland cement concrete of varying finishes, poured-in-place concrete wall construction, soil amendment and planting, lawn seeding and establishment, irrigation, site furniture, miscellaneous signs and chain link fencing. C. All required permits and testing required by codes are the responsibility of the Contractor. D. Project work includes all vertical and horizontal surveying and staking to lines and grades shown on Drawings. E. In street work will result in the relocation of a bus stop and bus top sign. The Contractor is responsible for the coordination of work with King County Department of Transportation Metro Transit Construction Information Center. Phone: 206-684-2732 1.02 Contracts A. There will be one Contract for the project, which includes the Work described in the Project Manual and Drawings. B. The Contractor shall provide all items,.articles, materials, operations or methods listed, noted or scheduled on the Drawings and/or herein, including all labor, equipment and incidentals necessary and required for proper and timely completion of the Work. Contractor shall use new materials unless specifically noted or directed. C. The Contractor shall employ only fit and skilled persons and maintain proper order at the place of work and shall maintain each Project Site as a safe and secure work place conforming to all applicable codes and regulations. NEW PARK AT NE 3`d COURT AND UNION AVE NE 01010-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01010 PAGE 2 SUMMARY OF WORK 1.03 Use of Documents Technical Specifications are enumerated in the Table of Contents of the Project Manual. Numbering of Sections is for identification only and may not be consecutive. Contractor shall check his/her copies of the Specifications with Table of Contents to verify that they are complete. Notify the Engineer of incomplete copies. 1.04 Copies Furnished The Contractor shall be furnished five (5) copies of the Contract Documents without charge. Contractor may obtain additional partial or complete copies from the Engineer at the cost of reproduction. 1.05 Contractor's Use of Premises A. Contractor shall limit his/her use of the premises for work and for storage, to allow for Owner access. B. Coordinate use of the premises under the direction of the Engineer. C. Assume full responsibility for the protection and safekeeping of products under this Contract, stored on the site. D. Move any stored products, under the Contractor's control, which interfere with operations of the Owner. E. Obtain and pay for the use of additional storage or work areas needed for operations. 1.06 Construction Access and Staging Areas Coordinate use of the site with the Engineer prior to utilization of area. Providing fencing and barriers is the Contractor's responsibility. Exact locations of staging areas at each site will be determined at the Preconstruction Meeting. 1.07 Salvaged Materials Salvage only items that are noted in the Contract Documents. 1.08 Storage and Protection A. Store products in accordance with manufacturer's instructions; seals and labels intact and legible. NEW PARK AT NE 3rd COURT AND UNION AVE NE 01010-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01010 PAGE 3 SUMMARY OF WORK 1. Store products subject to damage by the elements in weather tight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. 3. Storage of hazardous materials and wastes shall be in accordance with local, State and Federal fire codes and regulations and as specified. 4. Note requirements on Materials Safety Data Sheets (MSDSs). B. Exterior Storage: 1. Store fabricated products above ground. Position on blocking or skids; prevent g Or Stalii1 9. Cover products Subject to deterioration With Impervious sheet oilin coverings. Provide adequate ventilation to avoid condensation. 2. Store loose granular materials in well-drained areas on solid surfaces. Prevent mixing with foreign matter. 1.09 Safety Precautions The Contractor shall provide barricades, safety guards, temporary fencing, signage and/or other methods to secure trenches, open excavations, and other unsafe conditions resulting from this construction. 1.10 Existing Utilities Contractor shall verify the location of all underground utilities before beginning work. Call Utilities Location Service at (800) 424-5555 for location of utilities in the R.O.W. An independent utilities location service, Utilities Inc. (392-6412) or approved equal, may be contracted with by the Contractor. Contractor shall assume all responsibility for damage to utilities not scheduled for removal. In the event that utilities are damaged, the Contractor shall repair and restore utilities to the original condition at the Contractor's expense. 1.11 Miscellaneous A. Items included, but are not limited to: 1. Maintaining a pedestrian and vehicular access on NE 3rd Court and Union Ave NE. Coordinate traffic control as required to ensure safe passage,per Traffic Control Manual. NEW PARK AT NE 3`d COURT AND UNION AVE NE 01010-3 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01010 PAGE 4 SUMMARY OF WORK 2. Not unreasonably encumbering site with materials or equipment. 3. Assuming full responsibility for protection and safekeeping of products stored on premises. 4. Obtaining and paying for use of additional storage or work areas needed for operation. 5. Patching any damaged existing paving on adjacent properties. 6. Keeping roads and area clean of dirt and other debris. 1.08 PROJECT PERSONNEL A. Lines of Communication: The Contractor is to communicate directly with the Owner unless authorized in writing to contact other listed project personnel. B. Owner: City of Renton Department of Community Services 1055 South Grady Way, 5th Floor Renton, WA 98055-3232 Project Manager: Bill Rasmussen Phone: (425)430-6617 Fax: ((425)430-6603 C. Engineer: J.A. Brennan Associates Landscape Architects and Planners 100 South King Street, Suite 200 Seattle, WA 98104 Phone: (206) 583-0620 Fax: (206) 583-0623 D. Subconsultants: KPFF Consulting Engineers 1601 5th Avenue, Suite 1600 Seattle, WA 98101 Phone: (206) 926-0528 Fax: (206) 622-8130 Makers Architecture+Urban Design 1425 Fourth Avenue, Suite 901 Seattle,WA 98101 Phone: (206) 652-5080 Fax: (206) 652-5079 PART 2 - PRODUCTS (Not Used) NEW PARK AT NE 3'd COURT AND UNION AVE NE 01010-4 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01010 PAGE 5 SUMMARY OF WORK PART 3 - EXECUTION (Not Used) END OF SECTION 01010 NEW PARK AT NE 3rd COURT AND UNION AVE NE 01010-5 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01026 PAGE 1 SCHEDULE OF VALUES PART 1 - GENERAL 1.01 Schedule of Values Submit three (3) copies of Schedule of Values to the Engineer for review and approval at the pre- construction conference. 1.02 Form and Content of Schedule of Values A. Identify each line item with Construction Specifications Institute (CSI)number and title of respective major specifications section. Each Section of the technical specifications shall be identified separately on the Schedule of Values except for items mentioned below. B. Include in each line item a directly proportionate amount of Contractor's overhead and profit. C. - ---in- ----- yVh. nrnaracc natm�antS `Till he ienuPC+ori f.., +.roa +o.; i� 1.,o,1. 7 .. l'"`�a""""pa-e requested 1V1 store\ materials, V1 L.alK %Ao VVn the cost of materials, delivered and unloaded, with taxes and the like paid, and indicate total installed. E. Include in each item a directly proportionate amount of Contractor's overhead and profit. F. Round off figures to nearest dollar amount. G. Make the sum of all scheduled costs equal to the Awarded Contract Price, rounded to whole figures. PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) rev: 4/1/97 END OF SECTION 01026 NEW PARK AT NE 3'COURT AND UNION AVE NE 01026-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01027 PAGE 1 APPLICATION FOR PAYMENT PART 1 - GENERAL 1.01 Payment Project payment will be made through the City of Renton Community Services Department. 1.02 Preparation of Application for Progress Payment Complete all required information including: A. Change orders approved prior to Application for Progress Payment submittal date. B. Summary of dollar values to agree with respective total indicated on continuation sheets. C. Signature of responsible officer of contract firm. D. Sign all copies; no photocopies of signatures permitted. E. Submit two (2) copies, each signed, to the Engineer who will certify appropriate amount and process. F. Complete working days totals and completion percentages. 1.04 Substantiating Data for Progress Payment A. When the Engineer requires substantiating data, submit suitable information with cover letter including: 1. Project name. 2. Application number and date. 3. Detailed list of enclosures. 4. For stored products: a. Identify item as shown on application b. Describe specific material C. Provide invoice from supplier 1.06 Submittal Procedure Submit application for payment according to the following procedures: A. Submit applications to the Engineer B. Payment will be made within thirty(30) days of receipt of properly submitted application. NEW PARK AT NE 3rd COURT AND UNION AVE NE 01027-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01027 PAGE 2 APPLICATION FOR PAYMENT C. Submit two (2) copies of each application, each with original signature. Photocopies will not be accepted. PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) Rev: 4/1/97 END OF SECTION 01027 NEW PARK AT NE 3`d COURT AND UNION AVE NE 01 027-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01030 PAGE 1 BASE BID AND ADDITIVE BID ITEMS PART 1 - GENERAL 1.01 Description It is the intent of the Owner to award a Contract for Base Bid construction of the project as shown on the Drawings and specified herein. Should additional budget be available, however, the Additive Bid Items listed in this Section will be considered. 1.02 Base Bid The work to be accomplished by this Contract is that work described on the Drawings entitled New Park at NE 3rd Court and Union Ave NE Park and specified herein. 1.03 Additive Bid Items Additive Bid item Number 1 Install Benches per Plan Install Portion of Timber Guardrail per Plan Install Backstop per Plan Install Distance Marker Signage per Plan Additive Bid Item Number 2 Install Picnic Shelter per Plan Additive Bid Item Number 3 Install Drainage system per Plan (Includes 8" Storm Drain- Complete in Place, 6" Storm Drain - Complete in Place, Catch Basin Type 1, Flow dispersion trench) Additive Bid Item Number 4 Install Traffic Bulbs per plan (Work includes existing concrete and asphalt demo, new asphalt paving, new concrete paving, concrete curb and gutter, crosswalk striping, glass bead reflective paint, ADA ramps, raising catch basin rims, installation of catch basins and related pipe, relocating bus stop sign and related concrete paving.) NEW PARK AT NE 3`d COURT AND UNION AVE NE 01030-1 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01030 PAGE 2 BASE BID AND ADDITIVE BID ITEMS Additive Bid Item Number 5 Install Shrub and Groundcover plantings per Plan PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01030 NEW PARK AT NE 3rd COURT AND UNION AVE NE 01030-2 NEW PARK AT NE 3'COURT AND UNION AVE NE SECTION 01035 PAGE 1 MODIFICATIONS AND CHANGE ORDERS PART 1 -GENERAL 1.01 Formats Format and administrative procedures will be reviewed and discussed at the Pre-construction Conference. 1.02 Procedures Two copies shall be prepared and delivered to the Engineer. 1.03 Subcontractor Change See Section 00705. PART 2 - PRODUCTS kINUL USedj PART 3 - EXECUTION 3.01 Modification Proposal Requests A. Changes may be initiated by the Engineer through a Modification Proposal submitted to the Contractor. The proposal will include: 1. Description of changes, products, and location of modification in the project. 2. Supplementary or Revised Drawings. 3. Reason for requesting changes. B. Such request is for information only and is not an authorization to proceed,nor to stop work in progress. C. A sample Modification Proposal Form is attached at the end of this section. 3.02 Contractor Proposal A. Changes may be initiated by the Contractor through a Modification Proposal submitted to the Engineer. The proposal will include: 1. Effect on Awarded Contract Price and contract time. 2. Documentation supporting change. a. Labor required b. Equipment required NEW PARK AT NE 3`d COURT AND UNION AVE NE 01035-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 01035 PAGE 2 MODIFICATIONS AND CHANGE ORDERS C. Products required d. Taxes, insurance, and bonds required e. Documented credit for work deleted from the contract f. Overhead and Profit g. Justification for any changes in contract time h. Subcontractor's and supplier's invoices B. Such request is for information only and is not an authorization to proceed, nor to stop work in progress. 3.03 Determination of Payments A. Payments for Modification Proposals will be determined per Section 00705. B. The payments above shall be full payment for all work done by Modification Proposals. The payment shall cover all expenses of every nature, kind, and description, including all overhead expenses, profit, occupational tax and any other Federal or State revenue acts (Other than sales tax j, premiums on public liability and property damage insurance policies. END OF SECTION 01035 SAMPLE MODIFICATION PROPOSAL FORM FOLLOWS NEW PARK AT NE 3rdCOURT AND UNION AVE NE 01035-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01035 PAGE 3 MODIFICATIONS AND CHANGE ORDERS MODIFICATION PROPOSAL PROJECT: PROPOSAL NO. DATE: ENGINEER: City of Renton Community Services Dept. CONTRACTOR: 1055 S Grady Way, 5a'Floor Renton,WA 98055 I• PROPOSAL REQUEST Please furnish your proposal for executing the following change(s): II• CONTRACTORS PROPOSAL (Agreed)or(Maximum)Cost (Agreed)or(Maximum)Credit Time Extension(if required) Authorized Contractor Signature: Date: III• ENGINEERS REVIEW We have examined the foregoing proposal and find the cost reasonable and recommend its acceptance. Engineer: Date: IV. OWNER ACCEPTANCE The Owner hereby accepts the foregoing proposal,issuance of a formal change order. Owner: Date: NEW PARK AT NE 3`d COURT AND UNION AVE NE 01035-3 NEW PARK AT NE 3'COURT AND UNION AVE NE SECTION 01050 PAGE 1 FIELD ENGINEERING BY CONTRACTORS PART 1 -GENERAL 1.01 DESCRIPTION A. Work included; Provide such field engineering services as are required for proper completion of the Work including, but not necessarily limited to: 1. Establishing and maintaining lines and levels from control points provided by the Engineer. 2. Construction staking for all construction activities. 3. Recording of as-built information. B. Survey base data: 1. The site plan for the construction project area was compiled by the City of Renton Comm,nity Services Department from a field survey on the site. 2. The Engineer makes no representation that the survey information is complete or that it address every site condition which may be significant to the work. 3. The provision of the survey information by the Engineer does not relieve the Contractor of the responsibility to carefully examine the site and to take into account any conditions or variance with or in addition to the conditions shown on the survey. 4. The existence and location of underground or other utilities and facilities indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. 1.02 RELATED WORK SPECIFIED ELSEWHERE Section 01010—Summary of Work Section 01720 - Project Record Documents Section 02200 - Earthwork 1.03 QUALITY ASSURANCE Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. Qualifications for surveyor or engineer: registered state professional surveying engineer acceptable to the project Engineer. NEW PARK AT NE 3`d COURT AND UNION AVE NE 01050-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 01050 PAGE 2 FIELD ENGINEERING BY CONTRACTORS 1.04 SUBMITTALS A. Upon request of the Engineer, submit: 1. Data demonstrating qualifications of persons proposed to be engaged for field engineering services. 2 Documentation verifying accuracy of field engineering work. 3. Certification, signed by the Contractor's surveyor, that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. 1.05 PROCEDURES A. In addition to procedures directed by the Engineer for proper performance of the Contractor's responsibilities: 1. Protect control points furnished by the Engineer before starting work on the site. 2. Preserve arm anent r:fer°nCe nintc ri,,, �,o +L xx; t �t� permanent pvuiw during progress O1 Lite YY VrA as shown on he Drawings. 3. Locate and preserve grade control stakes as required in section 02200, Earthwork. 4. Do not change or relocate reference points or items of the Work without written approval from the Engineer. 5. Promptly advise the Engineer when a reference point is lost or destroyed, or requires relocation because of other changes in the Work. a. Upon direction of the Engineer, require the field engineer to replace reference stakes or markers. b. Locate such replacements according to the original survey control. PART 2 -PRODUCTS Not used. PART 3 - EXECUTION A. Construction layout: 1. Employ a surveyor licensed by the State of Washington to lay out the Work of this contract. 2. Using coordinates shown on layout plan for each structure and additional points as required, at reasonable intervals across the site, lay out the work described by the contract documents using recognized surveying methods and keeping an accurate field book of work completed. 3. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale drawings to determine dimensions. Advise entities engaged in construction activities, of marked lines and levels provided for their use. As construction proceeds, check every major element for line, level and NEW PARK AT NE 3`d COURT AND UNION AVE NE 01050-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01050 PAGE 3 FIELD ENGINEERING BY CONTRACTORS plumb. 4. Provide stakes as required by various sections of these specifications and as required for accurate construction, and make staking information available to the Engineer for review prior to executing construction based on staking. 5. Record deviations from required lines and levels and advise the Engineer when deviations that exceed indicated or recognized tolerances are detected. On project record drawings record deviations that are accepted and not corrected. C. As-built information: As-built information is necessary for,but not limited to, the following: 1. Locations of shutoff valves and cleanouts for underground utilities, including irrigation systems. 2. Corners and/or center lines, and benchmark elevations, of buildings, and other major structures. END OF SECTION 01050 NEW PARK AT NE 3"COURT AND UNION AVE NE 01050-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01060 PAGE I PERMITS PARTI GENERAL 1.01 DESCRIPTION A. This section describes the Contract applicable permits. 1.02 PERMITS A. Keep fully informed of all local ordinances, as well as state and federal laws,which in any manner affect the work herein specified. At all times comply with said ordinances, laws, and regulations, and protect and indemnify the City and its officers and agents against any claim or liability arising from or based on the violation of such laws, ordinances, or regulations. Secure and pay for all permits,licenses, and inspection fees necessary for execution and completion of the work unless otherwise specified. B. The Contractor shall comply with all conditions attached to applicable City, County, Federal, State, and Local permits. 1.03 PERMITS OBTAINED AFTER BID SUBMITTAL A. If, after the bid submittal date,the City obtains any permits which require changes to the work hereunder and thereby cause an increase or decrease in the cost of,or the time required for, the performance of the work, submit information sufficient for the City to determine the extent of the effects on the cost and/or schedule. If the City agrees the cost and/or schedule will be affected by such changes, such effects will be handled in accordance with Section 00705, General Conditions. The City will provide Contractor with a copy of any such permits. The Contractor shall comply with all applicable terms and conditions contained in such permits. 1.04 POSTING PERMITS A. Post permits at the site of the work. 1.05 INSPECTIONS A. The Contractor shall call and make any arrangements for all inspections required by the permit and conditions of the permit. 1.06 RESTORATION OF PROPERTY A. Comply with all property restoration requirements contained in permits and agreements to complete the work. B. PART2 PRODUCTS (Not used.) PART 3 EXECUTION (Not used.) END OF SECTION NEW PARK AT NE 3rd COURT AND UNION AVE NE 01060-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01200 PAGE 1 PROJECT MEETINGS PART 1 - GENERAL 1.01 Pre-Bid Conference A pre-bid conference is scheduled for March 21, 2006, loam. The meeting will be held on site at 233 Union Ave NE. 1.02 Preconstruction Conference Meetings The exact date of the pre-construction conference will be scheduled after the bids have been opened, reviewed, and the project has been awarded. 1.03 Progress Meetings A. Weekly progress meeting shall be scheduled for the duration of the construction period. The day of the week and time of the meeting shall be coordinated at the Preconstruction Coil erence. B. The Engineer will record minutes; include all significant proceedings, decisions, and summarize questions raised. C. The Owner will reproduce and distribute copies of the minutes within three days of each meeting to: 1. All meeting participants 2. All parties affected by decisions PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01200 NEW PARK AT NE 3rd COURT AND UNION AVE NE 01200-1 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 01300 SUBMITTALS PART1 GENERAL 1.01 REQUIREMENTS A. General Conditions of the Contract govern. Augmented details include but are not limited to the following: 1. Construction Schedules 2. Schedule of Values 3. Shop Drawings, Product Data, and Samples 4. List of Subcontractors 5. Warranties 6. Operation and Maintenance Manual 1.02 CONSTRUCTION SCHEDULES A. Refer to Section 0 13 10 1.03 SCHEDULE OF VALUES A. Submit typed schedule in a recognized standard form(see Section 1026) at the pre- construction conference. Contractor's standard form or media-driven printout will be considered on request by the Owner. Owner approval of schedule required. B. Revise schedule to list Change Orders, for each application for payment. 1.04 SHOP DRAWINGS,PRODUCT DATA AND SAMPLES A. Submit typed schedule,in advance of first pay request, itemizing anticipated shop drawings,product data, and samples to be submitted, and approximate date of submittal. B. The Contractual requirements for shop drawings,product data, and samples are specified in the General Conditions. C. Shop Drawings: submit Shop Drawings for fabricated and other work, as required by Specifications. Fabricate no work until shop Drawings have been accepted. 1. Show by whom materials, items, work, and installation are supplied,performed, or installed. Designate every item,material article, and the like, of installations. DO NOT use the expression "by others". 2. Shop Drawings will not be reviewed without the General Contractor's signed review stamp affixed. It is the General Contractor's responsibility to verify dimensions and verify the number of each item required to complete the Work. 3. If Shop Drawings show variations from Contract requirements because of standard shop practices or other reason, make specific mention of such variations in your transmittal a. If indicated departures affect a correlated function, item, article, work, installation or construction of other trades,make note of it in your transmittal. If extra cost is involved in related changes, Contractor assumes all such costs. 4. Copies Required: In accordance with the General Conditions of the Contract, except as modified below: NEW PARK AT NE 3"COURT AND UNION AVE NE 01300-1 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01300 SUBMITTALS a. Submit quantity sufficient to provide Owner with 2 copies, Owner's Representative with 2 copies(one for subconsultant),and Contractor with enough copies to distribute to self, subcontractors,manufacturer, and supplier. D. Product Data: Submit number of copies as for Shop Drawings (above). Mark each copy to identify applicable products, models, options, and other data; supplement manufacturers' standard data to provide information unique to the Work. Include manufacturers'installation instructions when required by the Specification section. E. Samples: 1. Submit full range of manufacturer's colors, textures, and patterns for approval by Owner's Representative prior to ordering. 2. Samples are required to illustrate product's functional characteristics with integral parts and attachment devices. Coordinate submittal of different categories for interfacing work. 3. Include identification on each sample, giving full information. 4. Submit in triplicate unless otherwise specified in respective Specification section, one will be retained by Owner's Representative. Reviewed samples which may be used in the Work are indicated in the Specification section. 5. Provide field finishes at Project as required by individual specification section. Install sample complete and finished. Acceptable finishes in place may be retained in completed Work. 1.05 LIST OF SUBCONTRACTORS A. Submit a list of subcontractors as required in the Project Proposal, and as noted for the preconstruction meeting. 1.06 WARRANTIES A. Submit upon completion of the project Warranties specified in General Conditions or as required by individual Specification Section. 1.07 OPERATION AND MAINTENANCE MANUALS A. Prior to final completion submit 3 copies of Operation and Maintenance Manuals for items as requested by Owner to the Owner's Representative for approval. 1.08 OWNER'S REPRESENTATIVE'S REVIEW RESPONSIBILITIES A. Reviewing is only for general conformance and compliance with Project design concept and Contract Documents. Any action shown is subject to Contract Document requirements. Contractor responsible for dimensions (confirm and correlate at job site); fabrication processes; construction techniques; quantities, space requirements, coordination of work with that of all other trades; union jurisdiction, infringements of patent rights,possible cause of injury to persons or property; satisfactory performance of your work, and the like. NEW PARK AT NE 3rd COURT AND UNION AVE NE 01300-2 NEW PARK AT NE 3" COURT AND UNION AVE NE SECTION 01300 SUBMITTALS B. Owner's Representative's review of separate items does not constitute review of assembly in which it functions. END OF SECTION NEW PARK AT NE 3rd COURT AND UNION AVE NE 01300-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01310 PAGE 1 PROGRESS SCHEDULE PART 1 - GENERAL 1.01 Submissions A. Prepare and submit construction progress schedule to Engineer at the Preconstruction Conference, B. Submit three (3) copies. C. Submit revised progress schedule periodically, as agreed upon at the Preconstruction Conference. 1.02 Content A. Show complete sequence of construction by major specification number and title, consistent with the schedule of values per Section 01026. B. Show beginning and completion dates of each major element of installation. C. Show projected percentage of completion for each item, as of last day each week. PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 NEW PARK AT NE 3`d COURT AND UNION AVE NE 01310-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 01400 QUALITY CONTROL PART GENERAL 1.01 DESCRIPTION A. Provide and maintain an effective quality control program and perform sufficient inspections and tests of all items of work, including those of subcontractors,to ensure compliance with Contract Documents. B. Contractor is responsible for inspections and test required in Division 2 through 16 as indicated herein,and the cost of same shall be included in the Contract Sum except as noted in 3.03 of this Section. C. Inspection and tests specified herein are in addition to those performed by Code Officials. Any costs associated with Code Inspections shall be included in the Contract Sum. D. Furnish appropriate facilities, instruments, and testing devices required for performance of the quality control program. E. Quality Controls must be adequate to cover construction operations and be keyed to the construction sequence. F. Quality Control Program shall provide for procedures to ensure that the latest Contract Documents, shop drawings, and instruction by the Contract are used for fabrication, testing, and inspection. 1.02 SUBSTITUTIONS AND APPROVAL BEFORE RECEIPT OF BIDS A. Bids must be based upon the specific articles and materials named in the Contract Documents, or their approved equals. During the bidding period, written requests for approval of substitution by prime bidders must conform to requirements of Instructions to Bidders and will be considered if received by the Owner's Representative not later than ten(10) days prior to the scheduled date of bid opening. Such requests shall be accompanied by complete descriptions, technical data and documentary evidence that the proposed substitution is equal to, or better than, those articles or materials specified. The Owner's Representative reserves the right to request that samples be submitted and satisfactory demonstrations be made for the proposed substitutions prior to approval. Approval of proposed substitutions will be made by addenda,mailed to all bidders. Proposed substitutions not so listed shall be considered having been rejected. 1.03 SUBSTITUTIONS AFTER AWARD OF CONTRACT A. The equipment and materials selected are considered those best suited for this project, and substitutions will be considered after execution of the Contract only under the following conditions: 1. That the equipment or material proposed for substitutions are equal to or superior in construction, efficiency, and utility to the equipment or material specified, and that the equipment or material specified cannot be delivered to the job in time to NEW PARK AT NE YdCOURT AND UNION AVE NE 01400-1 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 01400 QUALITY CONTROL complete the work in proper sequence of work by other subcontractors due to conditions beyond the control of the Contractor. 2. To receive considerations,requests for substitutions must be accompanied by documentary proof of equality, engineering data, difference in price, and time of delivery in the form of certified quotations from suppliers of both specified and proposed equipment, showing prices and date of ordering. 3. In case of differences in price,the Owner shall receive all benefit of the difference in cost involved in any substitutions as shown by the certified quotations. The Contract will be altered by change order to credit Owner with any savings obtained. 4. When the Owner approves a substitution, it is with the understanding that the Contractor guarantees the substituted item to be equal to or better than the one specified. 1.04 TRANSPORTATION AND HANDLING A. Transport and handle materials and products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that materials and products comply with requirements, quantities are correct, and are undamaged. C. Provide equipment and personnel to handle by methods to prevent soiling, disfigurement, or damage. 1.05 STORAGE A. Store and protect materials and products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive items in weather tight, climate controlled enclosures. B. For exterior storage of fabricated items,place on sloped supports, above ground. C. Provide off-site storage and protection when site does not permit on-site storage or protection. PART 2 CONTRACTOR'S QUALITY CONTROL 2.01 PRE-INSTALLATION QUALITY CONTROL A. General: 1. Equipment and Material: It is the Contractor's responsibility to be certain that all equipment and materials selected by him, or for him by his subcontractors or material suppliers, conform exactly to the requirements of the Drawings and Specifications. The approval of a manufacturer's name by the Owner's Representative does not relieve the Contractor of the responsibility for providing materials and equipment which comply with the Contract Documents. 2. Before the installation of every major unit of work which requires coordination with other work, ensure that the unit of work can be installed and function as NEW PARK AT NE 3rd COURT AND UNION AVE NE 01400-2 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 01400 QUALITY CONTROL intended and required in conjunction with other work which has preceded or will follow. If the Installer reports unsatisfactory conditions for installation, do not proceed until these conditions have been corrected. 2.02 INSTALLATION QUALITY CONTROL A. Manufacturer's Recommendations: Unless otherwise noted or directed, install all work in accordance with Manufacturer's recommendations for best results. Do not omit any preparatory steps or installation procedures unless specifically modified or exempted by these Documents. B. Inspection: Inspect each item of materials or equipment immediately prior to installation. Reject damaged and defective items. C. Verify Dimensions: Recheck measurements and dimensions of the Work, as an integral step of starting each installation. D. Modifications Necessary to Accommodate Varying Products: In the event the Contractor receives approval to provide another manufacturer's product or assembly, it shall be understood that any modifications necessary to the proper installation and function of the substituted items shall be made by the Contractor at no additional cost to the Owner. Contractor shall bear the additional cost required for necessary detailing to accommodate the change. E. Closing-in the Work: Coordinate enclosure of work with required inspections and tests, so as to avoid the necessity of uncovering work for that purpose. F. Adjustment and Cleaning: Adjust, clean, lubricate,restore marred finishes, and protect newly installed work, to ensure that it will remain without damage or deterioration during the remainder of the construction period. If such damage or deterioration should occur, restore to new condition. PART 3 QUALITY ASSURANCE BY OWNER 3.01 CONFORMITY TO CONTRACT DOCUMENTS A. The Owner reserves the right to take and analyze samples of materials for conformity to the Contract Documents at any time. B. The Contractor shall furnish samples upon request for conformity to the Contract Documents. C. Rejected samples of materials shall be immediately removed from the site at the Contractor's expense. Cost of testing of materials not complying with the Contract Documents shall be paid by Contractor. 3.02 RE-EXAMINATION OF WORK A. When required by the Owner's Representative and/or Owner, the Contractor shall provide facilities and labor necessary for a complete re-examination of work under suspicion. NEW PARK AT NE 3rd COURT AND UNION AVE NE 01400-3 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 01400 QUALITY CONTROL B. If the Owner's Representative or Owner finds the re-examined work defective, the Contractor shall bear the expense of re-examination and replacement. C. If the re-examined work is not found to be defective, the Owner shall bear the expense of re-examination. D. Test of Materials, if required,will be performed by an independent testing laboratory. The Contractor shall cooperate and furnish material for testing. Cost for testing will be included in the expense of re-examination and paid for in accordance with the above. 3.03 SCHEDULE OF TESTS AND INSPECTIONS BY OWNER'S TESTING LAB A. Inspection and testing services listed below may be performed by the Owner's Testing Lab. Inspection and tests performed by the Owner's Testing Lab shall be paid by the Owner. B. Sitework and Utilities: Perform the following services as required to assure compliance with requirements of Division 2 of the technical specifications. 1. Compaction of Fill (includes base course gravels): Test fill after compaction for required densities; verify bearing capacity of all bearing surfaces. 2. Depth and Class of Materials: Test paving, surfacing, granular backfill areas, for specified depth,width and class. 3. Material Make-Up: Test for compliance with specifications. 4. Sheeting, Shoring, and Underpinning: Inspection at site of the installation of shoring of excavation, of shoring for underpinning, and of construction of underpinning wall. 5. Asphalt Core Samples: Test for temperature, content and density. C. Concrete Work: Perform the following services as required to assure compliance with requirements of Division 3 of the technical specifications. 1. Excavation for Footings: Verification of proper size and location.Approval of subgrade soil conditions. 2. Standard Reinforcing Steel and Embedded Items: Check reinforcing bars and fabric in place before placing of any concrete; verify condition of surfaces for bond integrity with concrete, locations and sizes of all items to be embedded, and anchorage for prevention of displacement. 3. Structural Concrete: Make slump tests for each pour per ASTM C143; check batch consistency; furnish continuous inspection during placement, form removal,repair and patching, and curing of concrete. Make and cure at least 3 test cylinders of each strength of concrete for each 150 cubic yards placed or each day's pour, whichever is the greater. Verify floor elevations and screeds, consolidated methods, and finishes. D. Contractor's Responsibilities: 1. Cooperate with engineering and laboratory personnel. Provide access to work required to be inspected/tested,and to Manufacturer's operations. 2. Provide to laboratory: a. preliminary design mix proposed to be used for concrete (if any); and b. other material mixes requiring control by testing laboratory. NEW PARK AT NE Yd COURT AND UNION AVE NF 01400-4 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01400 QUALITY CONTROL 3. Furnish incidental labor and facilities required to: a. provide access to work to be tested; b. facilities inspections and tests; and C. provide for storage and curing of test samples when requested. 4. Notify Owner or laboratory sufficiently in advance of operations(not less than 48 hours)to allow for laboratory assignment of personnel and scheduling of tests. a. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to Contractor's action. E. Exceptions 1. Concrete mixing plants and plants producing fabricated concrete, steel, and wood products which have been previously certified by the Building Official, are not subject to plant inspection, unless specifically required; however,text cylinders are required for all structural concrete. END OF SECTION NEW PARK AT NE 3rd COURT AND UNION AVE NE 01400-5 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01510 PAGE 1 TEMPORARY FACILITIES PART 1 - GENERAL 1.01 Description Work and requirements include, but are not limited to the following: A. Furnish, install, maintain, and protect temporary utilities required for construction; remove on completion of work. B. Installations are required to be safe, non-hazardous, and sanitary. They are to be protective of persons and property, and be free of deleterious effects. C. Perform required removals after completion of Work. PART 2 -PRODUCTS 2.01 Temporary Services - General A. On site utilities such as electrical power may not be used by the Contractor during the execution of this Contract, without prior written apporoval of the Engineer. B. Materials may be new or used, but must be of adequate capacity for required usage. C. Materials must not create unsafe conditions, nor violate applicable codes and standards. 2.02 Temporary Electrical and Lighting Provide temporary electrical power source and lighting as required for construction. 2.03 Temporary Water Provide temporary water and potable water as required for construction. 2.04 Temporary Sanitary Facilities A. Provide sanitary facilities in compliance with laws and regulations. Comply with rules and regulations of the State Board of Health Governing Sanitation of Places to Work, WAC 248-62. 1. Place where directed at the time the work is started; maintain in sanitary condition. NEW PARK AT NE 3`d COURT AND UNION AVE NE 01510-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01510 PAGE 2 TEMPORARY FACILITIES 2. Provide such Sanitary Facilities as necessary in accordance with the providers recommendation as to capacity based on maintainance schedule. 3. Owner's facilities will not be available to the Contractor. B. Service, clean, and maintain facilities and enclosures. C. Pay all costs for installation, maintenance, and removal of temporary sanitary facilities. 2.05 Solid Waste Contractor to furnish adequate sanitary holding containers. Local health department may inspect the site to assure adequate facilities are available for the sanitary holding of garbage and other waste organic materials, to which rodents and insects may have access. 2.06 Job Trailer A. Contractor shall furnish a job trailer at the project site when any of the following conditions exist prior to, or at the time of the Notice to Proceed: 1. The Contract time exceeds 45 days 2. The Contract Price exceeds $200,000.00 3. The Notice to Proceed is given after September 1. B. If the Contract includes more than one site, the location for the job trailer will be decided at the Preconstruction Meeting. 2.07 Telephone Contractor shall have a fully charged cellular phone on the Project site at all times during the duration of the Contract. 2.08 Project Sign Install, a Public Information sign, a 4' x 8' Sign with Project Name mounted on (2) 4" x 4" posts. Include Project Name and Address, City of Renton Logo and Address, and list Project Design/ Construction team. Sign will remain in place during the project construction. Mount sign at the NE corner of the site facing Union Ave NE. Refer to City of Renton Public Information Signs Installation for guidelines for sign standards. PART 3 - EXECUTION 3.01 General Maintain, operate, modify, and extend systems as work progress requires. Make accomodations to assure continuous services. NEW PARK AT NE 3'd COURT AND UNION AVE NE 01510-2 NEW PARK AT NE 3' COURT AND UNION AVE NE SECTION 01510 PAGE 3 TEMPORARY FACILITIES 3.02 Removal A. Completely remove temporary materials and equipment when no longer required. 1. Clean and repair damage caused by temporary installations and use of temporary facilities. 2. Disinfect premises occupied by temporary sanitary facilities. B. Restore existing facilities used for temporary services to specified, or to original condition. END OF SECTION 01510 NEW PARK AT NE 3 dCOURT AND UNION AVE NE 01510-3 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 01545 PAGE 1 EXISTING UNDERGROUND FACILITIES 1.01 GENERAL The Contractor shall protect from damage private and public utilities encountered during the work. Utilities shall include,but are not limited to, sewer and storm drain systems; water distribution systems; electrical distribution systems; natural gas distribution systems; telephone, telegraph, and CATV systems; fire alarm systems; petroleum pipe lines; steam distribution systems; traffic control systems;powerlines and appurtenances; METRO trolley lines and feeders;railroad tracks and appurtenances; and similar facilities and systems. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, repair or construct their facilities unless otherwise provided for in the Contract Documents. The Contractor shall, before any excavation begins, call the Utilities Underground Location Center 1- 800-424-5555. Where it is necessary to remove or relocate private utilities in order to accommodate the Work, the removal or relocation will normally be accomplished in advance of construction. Under some circumstances, however, this removal or relocation may have to be performed concurrent with the Work. In this case,the Contractor shall coordinate the Contract Work with that of the utilities so as to cause the least possible interference with both kinds of work. Where a private utility should have been removed or relocated prior to the Contractor beginning the Work at the point affected, and such work by the utility was not accomplished, the Contractor shall note the presence of the facility and immediately notify the Engineer in writing. The right is reserved to the Engineer and the owners of utilities, or their authorized agents,to enter upon the right-of-way for the purpose of making changes, connections, or repairs to their facilities. The Contractor shall cooperate with forces engaged in this work and shall avoid any unnecessary delay or hindrance to work being performed by other forces. It shall be the Contractor's responsibility to make whatever notifications and applications as may be necessary in coordinating utility and Contractor work. Should the Contractor desire to have any adjustments in line or grade made on any utility, or other improvement, for the Contractor's convenience in order to facilitate the Work, and rearrangement is in addition to or different from the rearrangements indicated in the Contract Document,the Contractor shall make whatever notifications and applications as are necessary with the owners of the utility for such rearrangement and bear all expenses in connection to that work. Locations and dimensions shown in the Drawings for existing facilities are in accordance with available information obtained without uncovering,measuring or other verification. Attention is directed to the possible existence of underground facilities which are not shown in the Contract Documents. When the relocation of these facilities are necessary to accommodate the Work, the Engineer will provide for the relocations of these facilities by other forces, or the relocations shall be performed by the Contractor as extra work pursuant to a Change Order. It is anticipated that the Contractor may encounter private water service utilities (water service lines running between meters and private residences)during work operations. Records of these utilities are not maintained by the City and therefore do not appear on the Drawings and will not be field located by the Water Department. The locations of these private utilities can usually be ascertained by relative meter NEW PARK AT NE Yd COURT AND UNION AVE NE 01545-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 01545 PAGE 2 EXISTING UNDERGROUND FACILITIES location,residence location, or through discussion with various private property owners. It shall be the Contractor's responsibility to locate and protect these private water services from damage. If it is necessary to provide temporary water supply connections due to conflict with existing private water service pipes during the course of construction, it shall be the responsibility of the Contractor to do SO. In all cases,private water service lines damaged by the Contractor shall be repaired by the Contractor at the Contractor's expense. The Contractor shall notify the Engineer immediately of any such damage and shall begin repairs immediately and work continuously until water service is restored. Repair of damaged private water service lines shall be inspected by the Seattle Water Department or applicable water utility prior to backfilling. The Contractor is alerted to the existence of RCW 19.122, an act relating to underground utilities and prescribing penalties. Any cost or scheduling impact incurred by the Contractor by reason of Contractor's required compliance with these statutory provisions shall be borne by the Contractor. No excavation shall begin until all known facilities in the vicinity of the excavation area have been located and marked. Except as otherwise provided herein, all costs incurred by the Contractor in complying with requirements of this Section shall be included in the lump sum Bid or the unit prices for the various items of Work listed in the Bid Form. 1.02 CLEARANCES FROM WATER MAIN- SEWERS Where possible, sewers shall be laid at a lower invert elevation than water mains. Water mains and sewers shall be spaced apart horizontally a minimum of 10 feet, measured center to center, except the spacing may be reduced to the following"nearest point measurements: 1. 5 feet horizontal when the water main is a ductile iron water main. 2. Less than 5 feet when the water main is ductile iron,when a. the sewer is constructed of materials and with joints that are equivalent to watermain standards; and b. the bottom of the watermain is at least 18 inches above the top of the sewer. Watermains crossing over shall be spaced to provide a minimum separation of 18 inches between the bottom of the watermain and the top of the sewer. Watermains passing under sewers shall in addition to the requirements above be protected by providing: 1. a minimum vertical spacing of 18 inches between the bottom of the sewer and the top of the watermain; NEW PARK AT NE 3rd COURT AND UNION AVE NE 01545-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01545 PAGE 3 EXISTING UNDERGROUND FACILITIES 2. adequate support for the sewer to prevent excessive deflection of joints and settling on and breaking the watermain; and 3. the point of crossing centered between two successive joints of the watermain pipe. 1.03 CLEARANCES FROM WATER MAIN-GAS MAINS AND OTHER UTILPTES A minimum of 1 foot vertical and 6 inch horizontal clearance shall be provided between existing gas mains or gas service lines, and new ductile iron water lines. If relocation of either utility is not practical, a protective wrap shall be provided for the entire distance where clearance is less than required. Wrapping material shall consist of either a split PVC pipe or PVC wrapping of at Ieast 0.04 inch thickness, and shall be applied to either one of the pipes. A clearance of 6 inches or more is desired between watermains and all other utilities except gas mains, gas service lines, and sewers. If the separation is less than 6 inches, a separation of at least 2 inches shall be maintained and a sheet of 2-1 inch thick polyethylene plastic foam material shall be placed in the separation between the watermain and the other utility(except gas lines and sewer lines). END SECTION 01545 NEW PARK AT NE 3"COURT AND UNION AVE NE 01545-3 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01700 PAGE 1 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SECTION INCLUDES A. Comply with requirements stated in Conditions of the Contract and in Specifications for administrative procedures in closing out the Work. 1.02 SUBSTANTIAL COMPLETION A. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Site for its intended purpose. 1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION A. General: Prior to requesting Owner's inspection for certification of Substantial Completion, complete the following and list known exceptions in request: 1. In progress payment request coincident with or first -flowing date claimed, show either 100% completion for portion of Work claimed as "Substantially Complete," or list incomplete items, value of incomplete items, and reasons for being incomplete. 2. Include supporting documentation for completion as indicated in these Contract Documents. 3. Submit statement showing accounting of changes to the Contract Sum. 4. Submit specific warranties including special guarantees, workmanship/maintenance bonds,maintenance agreements, final certifications and similar documents. 5. Obtain and submit releases enabling Owner's full and unrestricted use of the Work and access to services and utilities, including (where required) occupancy permits, operating certificates, and similar releases. 6. Make final changeover of locks and transmit keys to Owner and advise Owner's personnel of changeover in security provisions. 7. Complete start-up testing of systems, and instruction of Owner's operating/ maintenance personnel. Discontinue (or changeover) and remove from project site temporary facilities and services, along with construction tools and facilities, mock- ups, and similar elements. B. Inspection Procedures: Upon receipt of Contractor's request, Owner will either proceed with inspection or advise Contractor of prerequisites not fulfilled. Following initial inspection, Owner will either prepare certificate of Substantial Completion, or advise Contractor of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial "punch list" for final acceptance. If necessary,procedure will be repeated. When Owner finds the Work acceptable under the Contract Documents, he/she requests Contractor to make closeout submittals. NEW PARK AT NE 3`d COURT AND UNION AVE NE 01700-1 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01700 PAGE 2 CONTRACT CLOSEOUT 1.04 REINSPECTION FEES A. Should Owner perform reinspection due to failure of the Work to comply with completion status claimed, Contractor shall compensate Owner for each additional service at Owner's standard hourly billing rate. 1.05 CONTRACTOR'S CLOSEOUT SUBMITTALS TO OWNER A. Show evidence of compliance with requirements of the following: 1. Governing authorities, as required by Regulatory Agencies. 2. Project Record Documents to requirements of Section 01720. 3. Payment and Release of liens: to requirements of Owner. 4. All Warranties and Bonds. 1.06 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to O vner B. Reflect all adjustments to Contract Sum. Indicate the following: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous Change Orders b. Alternates c. Unit prices d. Deductions of uncorrected work e. Other adjustments 3. Total Contract Sum, as adjusted 4. Previous Payments 5. Sum remaining due 1.07 Final Application for Payment A. Submit final Application for Payment in accordance with procedures and requirements of the Owner. PART 2 -PRODUCTS (not used) PART 3 -EXECUTION (not used) END OF SECTION 01700 NEW PARK AT NE PCOURT AND UNION AVE NE 01700-2 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 01720 PAGE i PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 Use and Protection Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Architect's reference during normal working hours. 1.02 Record Drawings Maintain a clean, undamaged set of blue or black line prints of Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross-reference at the corresponding location on the Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 Marking of Plans and Specifications A. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the Work. B. Mark new information as directed by the Engineer, but was not shown on Drawings or Shop Drawings. C. Indicate locations of elements that of work that were changed or new due to Change Orders. Locate elements with dimension lines measured in feet and inches. D. Note related Change Order numbers where applicable. 3.02 Organization Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on'the cover of each set. NEW PARK AT NE P COURT AND UNION AVE NE 01720-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01720 PAGE 2 PROJECT RECORD DOCUMENTS 3.03 Delivery Prior to requesting the preliminary inspection by the Engineer incident to declaring Substantial Completion, the contractor shall make available a complete set of the working drawings annotated in red pencil to show "as built" conditions. This working copy shall be available on-site for reference by the preliminary inspection team. Prior to declaration of physical acceptance, these working prints, updated clearly and legible to reflect deviations from the project documents, shall be delivered to the Engineer. END OF SECTION 01720 NEW PARK AT NE P COURT AND UNION AVE NE 01720-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01730 PAGE 1 OPERATING AND MAINTENANCE DATA PART 1 - GENERAL 1.01 Operation and Maintenance Manuals Provide three copies of manuals containing all operating and maintenance data relevant to the Contract Work. Organize operating and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual heavy duty 2-inch, 3-ring vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Provide neat, clean, legible copies of data, 8-1/2" x 11" size, provide drawings 11"x17" size, accordion folded for binding. Provide type written, plastic coated tabs for each section. Provide the information in the following format: A. Imprint the front cover of the binder with the name of the project, Engineer, and Contractor. B. Imprint the spine of the binder with the name of the project. C. r^rovide a "Project Team Page" with the names, addresses and phone numbers of the project manager, landscape architect, general contractor, and major subcontractors. D. Provide a complete index listing major sections of the Project Manual and clearly identifying categories of information in each section using C.S.I. format. E. Divide Sections into the following components: 1. Warranties: Provide copies of all warranties by site, as applicable. 2. Preventative Maintenance Schedules: For each Project Site provide, in 12-Month calendar form, such preventative maintenance tasks as required to ensure the longest possible useful life of the improvements. Label Key Tasks throughout the calendar, referencing those tasks with complete and detailed descriptions of the work to be performed. Include any and all pertinent information as recommended and made available by the manufacturer or supplier of materials. 3. Catalog Cuts: Provide copies of catalog cuts of all material submittals as required by the specifications. Compile by specification section. 1.02 Additional Copies A. Preliminary O&M Data Prior to requesting the preliminary inspection by the Engineer incident to declaring Substantial Completion, the Contractor shall assemble a preliminary draft copy of the O&M data applicable to all mechanical, electrical and plumbing systems. This draft shall be available on-site for reference by the preliminary inspection team. NEW PARK AT NE 3rd COURT AND UNION AVE NE 01730-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 01730 PAGE 2 OPERATING AND MAINTENANCE DATA B. Warranties When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART 2 -PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) END OF SECTION 01730 NEW PARK AT NE 3 rd COURT AND UNION AVE NE 01730-2 DIVISION 2 - SITE WORK NEW PARK AT NE 3`d COURT AND UNION AVE NE Section 02020 Page 1 Standard Specifications STANDARD SPECIFICATIONS: GENERAL 1.01 SCOPE PROVISIONS A. The Standard Specifications for Road,Bridge and Municipal Construction, 2004 edition, and the current version of the Standard Plans for Road,Bridge and Municipal Construction, both as prepared by the Washington State Department of Transportation (WSDOT) and the Washington State Chapter of the American Public Works Association (APWA) and the City of Renton Development Guidelines and Improvement Standards, including the Standard Plans, are referred to hereinafter collectively as the "Standard Specifications". The Standard Specifications are hereby made a part of this Contract. When the City of Renton Development Guidelines and Improvement Standards are referred to separately from the WSDOT/APWA publications,they are hereinafter referred to as"City Standards". The Standard Specifications, except as may be modified or superseded by these Contract Documents, shall govern all phases of the work specified in these Contract Documents. In the event of conflict with the Standard Specifications, the modifications given by the special provisions provided in these Contract Documents, including Divisions 0 and 1 of these contract documents, shall govern. B. The current edition of the City Standards and City Standard Plans is available on the internet at http://www.ei.renton.wa.us/ C. All references in the Standard Specifications to the "Secretary," or to the "Engineer" shall be interpreted to mean the Owner or the Owner's designated representative(s). D. All references to measurement and payment in the Standard Specifications is hereby deleted except as specifically included in the relevant sections of the Contract Documents. E. All labor materials, and equipment required to complete the work shown on the Contract Documents and/or included in the following Special Provisions as part of the functioning systems as shown on the drawings and/or as described in these specifications and in accordance with the Standard Specifications and specifically including restoration of all existing services, utilities and site improvements and native vegetation that may have been disturbed by the work but not specifically identified as to be removed or demolished,is considered incidental to the work described in these Special Provisions. F. The Contractor shall maintain traffic control measures and site safety measures as necessary to ensure traffic safety(including bicycle and pedestrian traffic) during all construction activities. The Contractor shall provide all flagging. All construction signing and temporary pavement markings shall conform to the Manual for Uniform Traffic Control Devices(MUTCD). All traffic control measures shall be in conformance with City Standards and shall be subject to the approval of the City Engineer and the Owner. G. Underground utilities are known to exist in the area of construction. The location of existing utilities as shown on the drawings is approximate and is not warranted to be a representation of all utilities in the project area. The contractor is responsible for contacting all utility owners for field location of all utilities prior to construction. The NEW PARK AT NE 3rd COURT AND UNION AVE NE 02020-1 NEW PARK AT NE 3`d COURT AND UNION AVE NE Section 02020 Page 1 Standard Specifications one-call number for underground utility location services is 1.800.424.5555. The Contractor shall promptly notify the Engineer of any conflicts between the contract documents and field location of existing utilities. The Contractor shall be responsible for maintaining the integrity of all existing utilities during construction. H. Construction survey services shall be provided by the Contractor for all phases of the work. At the Contractor's request, JA Brennan Associates,PLLC, will provide to the successful contractor digital AutoCad files containing all survey and civil design data provided on the drawings. Survey data available includes the original topographic survey of the site performed by Penhallegon Associates Consulting Engineers, Inc (PACE). Digital information shown in the Contract Documents is contained in several "xreferenced"files in AutoCad Version 2002. If the Contractor chooses to request the digital files,the Contractor shall be solely responsible for verification of the accuracy of the data and shall be solely responsible for all use of the digital information provided by JA Brennan. Neither JA Brennan nor the Owner make any warranty regarding the suitability of the digital information for the Contractor's purposes. I. The Geotechnical Report containing the results of the geotechnical site investigation is included in these documents as an appendix for reference only. Recommendations and procedures described in the Geotechnical Report are provided for the Contractor's information only and should not be construed to be part of the contract except as specifically indicated in the Special Provisions. PART 2 PRODUCTS -(Not applicable) PART 3 EXECUTION - (Not applicable) END OF SECTION NEW PARK AT NE 3rd COURT AND UNION AVE NE 02020-2 NEW PARK AT ATE P COURT AND UNION AVE NE SECTION 02050 PAGE 1 CLEARING AND GRUBBING FOR WOOD CHIP TRAILS PART 1 - GENERAL 1.01 DESCRIPTION A. Areas to be cleared shall be to the dimensions shown on drawings or 1 foot beyond fill or backslope catch points along wood chip trails. B. All stumps within the trailbed shall be removed and ground. Stumps located between the edge of the trailbed and the edge of the trailway that cannot be cut flush with the finished slope, or are not tightly rooted, shall be removed and ground. C. Pruning: provide a 4' clear zone at the path edges. Ensure all retained vegetation is pruned back from the edge of path and to a vertical height of 4 feet. Pruning shall be performed only by a competent certified licensed arborist. D. Areas on site contain debris and rubble that will need to be removed. Remove concrete and asphalt rubble as required to establish proposed grades, haul off site and dispose of in a legal manner. PART 3- EXECUTION 3.01 CONSTRUCTION A. All suitable excavated material shall be conserved and used in the construction of trailway embankments, trail tread, and backfill for structures and for other purposes shown on the drawings. B. Before placing trailway, all duff and litter, unless otherwise shown on the drawings, shall be removed from the site. C. Excess and unsuitable excavation material shall be removed from the site. D. Save all fallen trees on site. Material will be stockpiled as shown on the plans, and used for chipping. END OF SECTION 02050 NEW PARK AT NE 3`d COURT AND UNION AVE NE 02050-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02100 PAGE 1 SITE PREPARATION AND DEMOLITION PART 1- GENERAL 1.01 DESCRIPTION This Section includes all site preparation and demolition work as indicated on the Drawings. Work includes but is not limited to the following: A. Remove existing vegetation, as shown on plans. B. Remove asphalt and concrete paving &curbs, and other items, as shown on plans. C. Protect from harm any existing structures, and other objects not designated for removal; including telephone risers, power poles, overhead lines, catch basins, and light standards. NO demolition to occur in the designated zone, (which is located in the W and SW edge of the site) see plans. D. Removal of existing concrete curbs, asphalt concrete paving, rubble, water lines, side sewers, and concrete, brick, stone, and asphalt/concrete rubble, as shown on plans. E. Recycle and (approved) disposal of all demolished material from the site. F. Installation of silt fence, and swales. G. Protection of all utilities. I. Chipping of trees and select brush and stockpiling for mulch. 1.02 RELATED SECTIONS Section 02050— Clearing and Grubbing Section 02200 -Earthwork Section 02270 - Temporary Erosion & Sediment Control 1.03 SUBMITTALS A. Submit: Clearing procedures and operational sequence with stockpile areas and construction access routes identified for review and acceptance by Engineer. Include: Permits for transport and approved disposal of debris as required by State and local codes. 1.04 EXISTING CONDITIONS A. Protection of Existing Improvements: Provide, erect and maintain fencing and barricades, coverings, or other types of protection necessary to prevent damage to existing pavements, structures, utilities, or other existing site improvements indicated to remain in place. Restore any improvements damaged by this work to their original condition, as acceptable to the Engineer. B. Contractor is responsible for the verification of all utility locations. Contractor shall meet with City of Renton's Community Services maintenance staff and Contractor's location service to locate all known utilities. NEW PARK AT NE 3`d COURT AND UNION AVE NE 02100.1 NEW PARK AT NE 3" COURT AND UNION AVE NE SECTION 02100 PAGE 2 SITE PREPARATION AND DEMOLITION C. Verify that all appropriate services have been disconnected. Contractor shall pay for all fees and costs associated with utility disconnects, capping, line and meter removal. D. Do not shut off or cap utilities without prior notice. Coordinate work with Division 1 requirements. Maintain street and site drains and sewers open for free drainage. Provide catch basin protection. E. Objectionable Noises: Limit use of air hammers and other noisy equipment as much as possible. Conform with local governing requirements regarding Noise Control. F. Maintain vehicular and pedestrian traffic routes: 1. Ensure minimum interference with surrounding neighbor's access, paths, streets, parking lots, and adjacent facilities, and walls. 2. Do not close or obstruct streets, paths, easements, or passageways without permission from authorities having jurisdiction. 3. If required by governing authorities, provide alternate routes around closed or obstructed traffic ways. G. Protection of Existing Elements: 1. Protect all existing utilities to remain. 2. Monuments: Carefully maintain benchmarks, monuments and other reference points. If disturbed or destroyed, replace as directed at no cost to the Engineer. 3. Protect at all times the existing sensitive area, located to west and south edges of the site, as directed. Limited excavation for new path as shown on plans shall be done in this area. 4. Any tree which is not ordered removed by the Engineer and which is destroyed, damaged, or disfigured by the Contractor to the extent that, in the opinion of the Engineer, the continued life of the tree is questionable, shall be removed by the Contractor at his own expense. In addition thereto, liquidated damages shall be assessed against the Contractor at the established rate as required in section 02100. 5. Monuments: Carefully maintain bench marks, monuments and other reference points. If disturbed or destroyed, replace as directed at no cost to the Owner. 6. Tree Protection Fence: Protect designated trees with a 6' tall temporary chain link fence enclosure. Other methods of tree protection must be approved by the Owner. Protection fencing shall be placed at the dripline of trees or 1.5 feet for every inch of diameter of tree stem(measured at 54 inches above grade), whichever is greater, however, greater distance between the tree and protective fencing may be required by the Owner on a case by case basis. No storage of material shall be allowed within the dripline of trees and shrubs. 7. An on site meeting will be held with owner and contractor to determine vegetation to be NEW PARK AT NE PCOURT AND UNION AVE NE 02100-2 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02100 PAGE 3 SITE PREPARATION AND DEMOLITION retained within selective clearing areas. The owner will make determination of vegetation to remain and remove. 1.05 SITE ACCESS A. Access route for construction shall be on the S East end of the site off of Union Ave. NE, as indicated on the drawings; this shall be verified at the pre-construction meeting. B. Provide a project staging, access, and material storage plan, within ten (10) days of notice to proceed. PART 2- PRODUCTS 2.01 Temporary Chain Link Fence Galvanized chain link fence fabric, posts, top and bottom rails. A. Fence panels shall be a minimum of 6 feet high by 10 feet wide. Post bases shall be minimum 12 inches by 12 inches by 8 inches high concrete pier with sleeve for post. B. Posts - Schedule 40 galvanized steel pipe. C. Fabric - 11 gauge galvanized two-inch diamond mesh steel wire interwoven. D. Plastic Construction Fencing. E. Mount brightly colored signs on fencing. Signs shall indicate the following: Protected Tree: Public Notice The tree has been inspected by the City of Renton. It is to be retained and protected from construction impacts. Do: Contact the City of Renton(425-430-6600)before commencement of work within the dripline. Provide Cyclone fencing at dripline Protect Roots Do not: Remove or disassemble protective fencing for any reason until authorized. Remove or Prune Excavate or trench within dripline Operate equipment/Stack materials/pour fluids within the dripline. Failure to provide proper protection or to inflict damage upon trees may result in collection of treble damages. This tree is valued at approximately$ This placard shall be removed only by the City of Renton at the time of Final NEW PARK AT NE 3"COURT AND UNION AVE NE 02100-3 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 02100 PAGE 4 SITE PREPARATION AND DEMOLITION Inspection. PART 3-EXECUTION 3.01 EXAMINATION A. Verify with Engineer that clearing and site improvement, removal and relocation may safely and appropriately begin. B. Obtain required permits and permission from local governing authorities and Engineer prior to commencing work. 3.02 TREE REMOVAL AND CLEARING A. Remove trees, brush, roots, and excess soil as required for new construction and as indir_,ated. Removal Operation Shall be perf®Rri led in a manner tO protect property. B. Clear areas as shown on the plans. Felled trees to be chipped on site. Remove all trees, shrubs and stumps. Chip felled debris and stockpile wood chips on site as shown on drawings. Chips will be placed on wood chip path as shown, refer to Section 02510 Trails. C. Sprinkle water over excavated material and stripped areas as necessary to limit dust to lowest practicable level. Do not use water to the extent of causing flooding, contaminated runoff or icing. 3.03 DEMOLISH STRUCTURES A. Demo structures including gates and gates posts, all abandoned utility pipe, as indicated on the drawings. Dispose of all demolished materials in an approved manner off site. 3.04 REMOVAL OF CONCRETE AND ASPHALT A. Break up or saw cut concrete, reinforcing bar, and asphalt paving as shown on the drawings. Demolish and dispose of paving materials. Concrete shall be demolished into pieces no smaller than 8"and no larger than 24". 3.05 DRAINAGE A. Keep street, access drive and site drains open for drainage at all times. Mud and sediment build-up shall be removed as directed by the Engineer/Owner. NEW PARK AT NE 3`d COURT AND UNION AVE NE 02100-4 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02100 PAGE 5 SITE PREPARATION AND DEMOLITION B. Open pits and holes caused as a result of demolition work shall be kept free of standing water. 3.06 DISPOSAL OF MATERIALS A. The refuse resulting from clearing and demolition shall be disposed by the Contractor in a manner consistent with all government regulations. Debris hauled off site shall not be deposited in any stream or body of water, or in any street or alley, or upon any private property except by written consent of the private property owner. Maintain hauling routes clean and free of any debris resulting from work of this Section. 3.07 CLEAN UP A. Clean trucks and other equipment as required before entering access drive and roads. Clean drives and roads daily or as required to avoid dust, unsightly appearance, or water quality impacts. 3.08 TREE AND PLANT PROTECTION A. The Contractor shall protect all trees and other plant types on site from damage until project completion. If any tree or other type of plants are destroyed, disfigured or damaged so that in Engineer's opinion removal is required, the Contractor will be assessed damages in accordance with the following chart. B. If at any time, the Contactor judges that the protection of a tree designated to be saved is incompatible with work required, or if operations necessarily threaten the health of the tree, notify immediately the Owner and do no further work affecting the tree until a written agreement is reached concerning acceptable procedures. C. Trees that are to be retained on the construction site shall be protected. For non- columnar trees, the fence shall be established at the drip line of the individual tree or group of trees. For trees that are columnar, the fence shall be located beyond the drip line as determined by the Engineer. To avoid solid compaction over the tree root system, no materials shall be stored within protected zones. Workers shall not be permitted to walk within protected zones. D. Trunks of trees shall be protected when protective barriers are being erected or taken down to avoid damage to the bark of the tree. E. Neither excavation nor filling shall occur within the drip line of trees, which are preserved. Root pruning, hand digging and tunneling under the roots shall be used if NEW PARK AT NE 3`dCOURT AND UNION AVE NE 02100-5 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02100 PAGE 6 SITE PREPARATION AND DEMOLITION site conditions dictate that excavation must pass through the root zone of a tree. F. The Engineer shall schedule periodic tree inspection within the construction site with the Owner. Maintenance and protection of trees and plants which are transplanted by a construction Contractor within or to locations off the construction site shall be the responsibility of the Contractor. G. Use "tree caliper" or greatest tree trunk diameter measured 30 inches above ground from lowest elevation or lowest point at the base of the tree. SIZE (In Inches) COST Shrubs $ 25 3�4 $ 60 1 $100 2 $200 3 $31n 4 $450 5 $600 6 $880 7 $1,200 8 $1,530 9 $1,950 10 $2,430 11 $2,950 12 $3,480 13 $4,070 14 $4,730 15 $5,480 16 $6,330 17 $7,250 18 $8,300 19 and over Use $500 per caliper inch *Note: Go to next higher classification if a fraction above an indicated caliper. Remove interfering branches and roots without damage to trunks as directed upon approval of Engineer. END OF SECTION 02100 NEW PARK AT NE 3"COURT AND UNION AVE NE 02100-6 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02200 PAGE 1 EARTHWORK PART 1- GENERAL 1.01 DESCRIPTION Work includes but is not limited to the following: A. Excavation and removal of existing topsoil and subgrade soils to lines and grades as shown on the Drawings. B. Stockpile suitable excavated topsoil material for placement. C. Compaction of subgrade soils for trails, structures, asphalt concrete and crushed rock paved areas. D. Excavation of trenches for subdrainage to lines and grades on Drawings. E. Backfill of remediation areas. F. Excavation and compaction of footings to lines and grades on Drawings. G. Excavation or fill and compaction as required to achieve lines and grades on Drawings. H. Removing materials from the site which are in excess of that required. I. Importing any materials required to complete the work. J. Coordinating earthwork operations with other work of the project. 1.02 RELATED SECTIONS Coordinate related work specified in other parts of the Project Manual, including but not limited to following: Section 01500 - Temporary Construction Facilities Section 02100 - Site Preparation and Demolition Section 02510 - Trails Section Section 02550 -Asphaltic Concrete Paving Section 02720— Storm Drainage Section 02950- Landscaping Section 03100 - Concrete Formwork Section 03300 - Cast-In-Place Concrete 1.03 REFERENCES 1. WSDOT Standard Specifications for Road, Bridge, and Municipal Construction 2004 (or most current edition 2. 1992 King County Surface Water Design Manual 1.03. JOB CONDITIONS A. Carefully maintain bench marks, monuments and other reference points. If disturbed or NEW PARK AT NE Yd COURT AND UNION AVE NE 02200-1 NEW PARK AT NE 3T' COURT AND UNION AVE NE SECTION 02200 PAGE 2 EARTHWORK destroyed, replace as directed at the Contractor's expense. B. Where soil is encountered that is not in conformance with the density specifications contained herein and must be removed to depths greater than those indicated or specified, such excavating and additional filling, if not as a result of the Contractor's negligence, will be paid for as extra in accordance with contract conditions relative to changes in work. C. The Contractor is advised that underground utilities exist in the construction area. The general locations of these are shown on the Drawings. Prior to beginning construction, the Contractor shall check and verify the location and elevation of all known lines. Any damage to existing utilities as a result of construction operation shall be promptly repaired by the Contractor at no expense to the Engineer. D. Coordinate all traffic control with the Engineer to maintain vehicular and pedestrian traffic on Union Ave NE and NE 3rd Court during construction operations. Use flagmen, barricades, warning signs, and other approved devices to maintain safety and cause the least disruption to traffic. E. Provide excavation plan and list of proposed equipment and methods within 20 days of contract execution, including a schedule of earthwork activities. 1.04 QUALITY ASSURANCE A. The Contractor is responsible to check quality of work and shall perform compaction, and density tests on request of the owner to check compliance with these specifications. The Contractor shall employ a testing lab acceptable to the Owner(Refer to Section 01400 3.03) to perform such soil tests as specified herein. Five copies of the test results, signed and sealed by a registered professional engineer, shall be submitted to the Engineer for review. (For reference the Geo-technical report has been supplied in the Appendix.) B. All test results must indicate conformance to this specification before proceeding with related work. If, in the opinion of the Engineer, subgrade or fills which have been placed are below specified density, the Contractor shall provide additional compaction and testing at his expense. The Engineer shall have the authority to accept or reject any or all testing agencies, testing methods, or locations selected by the Contractor. The Contractor shall provide three (3) days advance notice to the Engineer when tests are required to be performed. C. The following shall be submitted to the Engineer: 1. Optimum Moisture Density Relationship -AASHTO T180-74. One test for each soil type encountered. 2. Field density- AASHTO T191-61. One field density test in each compacted existing NEW PARK AT NE Yd COURT AND UNION AVE NE 02200-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02200 PAGE 3 EARTHWORK subgrade or fill layer for every 25,000 square feet, or as designated by the Engineer. 3. Submit a sample of crushed rock material naming supplier. 4. Submit to Engineer a certified test lab report of the sieve analysis of imported fill soil. PART 2- PRODUCTS 2.01 DEFINITIONS: A. Drainage Fill: Washed, evenly graded mixture of free draining uncrushed granular gravel,with 100%passing a 1 1/2 inch sieve and 0% passing a 1 inch sieve. B. Backfill and Granular Fill Materials: Shall conform to WSDOT Specification 9-03.14 - Gravel Barrow. Vfi'ne ai Oil �� Material.- Parking lot fill shall be on site material cut free from organics. Mineral soil fill shall be capable of compaction to 95%. Use imported granular fill if compaction is not possible during wet weather work. D. Lawn and Planting Area Subsoil Material: existing on-site soil free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. E. Multi-Use Playfield Area Subsoil: Select on-site slightly gravelly sand (See Appendix A: Geotechnical Report) with minimal amounts of silt, exhibiting good to excellent drainage capabilities. Subsoil to be free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. On-site stripped topsoil may also be used as subgrade material. F. Any extra cut site soil shall be wasted on site per Engineer's direction. G. Structural Fill: On site soil to be excavated shall be re-used as structural fill provided the soil is free from organics, debris, and other deleterious material. The on site soils contain significant quantities of silt and fines, such that an unstable mixture is produced under wet weather conditions, on site soil should only be used as structural fill during dry weather. Imported structural fill shall be Class A aggregate material consisting of the following graduation: Sieve Size Percent Passing 2 1/2" square sieve 100 2" square sieve 65 - 100 1" square sieve 50-85 U.S No. 4 sieve 26-44 No. 40 sieve 16 max NEW PARK AT NE 3`d COURT AND UNION AVE NE 02200-3 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02200 PAGE 4 EARTHWORK No. 200 sieve 9.0 max Dust Ratio 2/3 max Sand Equivalent 35 min. H. Base Aggregate for Paving Crushed rock base course for asphalt paving, concrete paving and concrete curbs: Base course shall conform with the requirements for crushed surfacing top course as specified in Section 9.03.9(3) of the WSDOT Standard Specifications. 2.02 Allowable Variance An accumulated variance on specified sieve analysis of up to 5 percentage points is acceptable provided no single screen varies by more than 1.5 percentage points above or below the range specified above. PART 3-EXECUTION 3.01 PROTECTION OF EXISTING FACILITIES A. Utilities: The Contractor shall protect from damage all private and public utilities. Verify the locations of underground utilities, call Dial-a-Dig: 1 (800) 424- 5555 a minimum of 48 hours prior to excavation. B. Pavement: The Contractor shall protect from damage all pavement or paved areas including curbs and walks intended to remain. Contractor shall be responsible for replacement if damage occurs to pavement or curbs. C. Access Streets and Roadways: Provide wheel cleaning stations to clean wheels and undercarriage of trucks before leaving site, as necessary to prevent dirt from being carried onto easement drive and public streets. If streets are fouled, they must be cleaned immediately in conformance with City of Renton and all governing requirements and regulations. D. Repair and/or replacement of damaged facilities will be accomplished at the Contractor's expense. 3.02 EXCAVATION- GENERAL A. General: Removal of materials beyond indicated subgrade elevations or dimensions without specific direction of Engineer is not authorized. Unauthorized excavation, as well as remedial work directed by Engineer shall be at the Contractor's expense. B. Stability of excavations: Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of NEW PARK AT NE 3rd COURT AND UNION AVE NE 02200-4 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02200 PAGE 5 EARTHWORK space restrictions or stability of material excavated. Maintain sides of slopes of excavations in safe condition until completion of back filling. C. Dewatering: Prevent surface and subsurface water from flowing into upland excavations and from flooding project site. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run-off areas. If required, line ditches and sumps with coarse-grained material that acts as a filter. Do not use trench excavations as temporary drainage ditches. Methods of dewatering marsh areas must be approved by Engineer. D. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. E. Dispose of excess soil material and waste materials as herein specified. F. Remove completely any existing "natural" obstructions in areas to be occupied by construction elements or other new work. G. Remove surficial plant material as indicated in the Drawings. 3.03 WET WEATHER EARTHWORK Areas that were test pitted indicated a 2'-3 1/2' of fill material overlying glacial till. underlying the surficial fill layer the soils consist of loose to medium dense, slightly gravelly, silty sand (weathered glacial till) approximately 2 to 3 feet thick overlying a dense to very dense, concrete- like mixture of silt, gravel, sand, and clay(glacial till). Cobbles and up to 3 foot boulders are commonly encountered within this layer of glacial till. Boulders of 3-4 foot diameter may be re- used on site. The fill material generally consists of loose to medium dense, slightly gravelly, silty sand, which are highly susceptible to changes in water content and they tend to become muddy, unstable, and difficult or impossible to proof-roll and compact if their moisture content significantly exceeds the optimum. Performing earthwork during dry weather would reduce these problems associated with rainwater, traffieability, and handling of wet soils. The following recommendations are provided should earthwork be performed during wet weather, or wet conditions (wet weather conditions begin mid-October and continue through to about May): a) The ground surface in and surrounding the construction area shall be sloped as much as possible to promote runoff of precipitation away from work areas, and to prevent ponding of water. b) . Cover work areas or slopes with plastic, execute sloping, ditching, sumps, dewatering, and other as necessary to permit proper completion of the work. Stockpiles of soil shall be covered with plastic sheeting,properly weighted down. C) Earthwork should be accomplished in small sections to minimize exposure to wet conditions. That is, each section should be small enough so the removal of unsuitable NEW PARK AT NE 3`d COURT AND UNION AVE NE 02200-5 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02200 PAGE 6 EARTHWORK soils and placement and compaction of clean structural fill can be accomplished on the same day. The size of construction equipment may have to be limited to prevent soil disturbance. It may be necessary to excavate soils with a backhoe, or equivalent, located so that equipment does not traffic over the excavated area. Subgrade disturbance caused by equipment traffic shall be minimized. d) No soil should be left uncompacted and exposed to moisture. A smooth-drum vibratory roller, or equivalent, should roll the surface to seal out as much water as possible. e) In-place soils or fill soils that are or become wet and unstable, and/or too wet to suitably compact, should be removed and replaced with clean, granular soil. f) Excavation and placement of structural fill material should be observed by a geotechnical engineer(or representative) experienced in earthwork, to determine that all work is being accomplished in accordance with the project specifications. g) Grading and earthwork should not be accomplished during periods of heavy, continuous rainfall. 3.04 EXCAVATION A. Layout: Layout of all work shall be surveyed and staked as required. Maintain all bench marks, control monuments and stakes, whether newly established or previously existing. Protect from damage and dislocation. If necessary to disturb existing bench marks, re- establish in a safe place. Notify Engineer a minimum of 3 days prior to excavation of work areas. Engineer shall inspect staking and layout of work. B. Excavation for Pavement: Cut surface under pavement to comply with cross section, profile, elevations and grades as indicated. Depth of base material, if any, shall be taken into consideration. C. Excavation for Trenches: Trenching and back filling for underground utilities shall be done by the trade doing the work. Back filling of trenches shall conform to the requirements of this section. D. Excavation of footing subgrades, compaction, import of base material, and compaction shall be executed as specified in preparation for installation of concrete formwork. Over excavate foundation area to competent soil and replace with compacted structural fill as required. E. Excavation for Lawn and planting areas: excavate to appropriate subgrades to accept fill placement and meet proposed grade. Remove existing site topsoil and stockpile for use in Multi-use Playfield and in upper soil horizon of lawn and planting areas. Select suitable existing subsoil material and stockpile for placement in Multi-use Playfield area as described below in NEW PARK AT NE 3`d COURT AND UNION AVE NE 02200-6 NEW PARK AT NE 3'' COURT AND UNION AVE NE SECTION 02200 PAGE 7 EARTHWORK 3.06 Backfill and Fill. Rip all lawn and planting areas to an 18-inch depth minimum and as required to loosen material prior to placement of fill. F. Excavation for Multi-Use Playfield area: Over-excavate multi-use playfield area to a minimum depth of 10"below proposed finished grade. Stockpile stripped site topsoil and select stripped site subsoil for use in developing well-drained Multi-use Playfield subgrade. Stockpile only site subsoil that is well-drained, slightly gravelly sand, with minimal amounts of silt. Rip subsoil to minimum depth of 18". Note that portions of the field that are undisturbed subgrade will require over-excavation. The remainder of the field is receiving fill material to create the subgrade; no over-excavation will be necessary in these areas. 3.05 COMPACTION A. General: Control soil compaction during construction providing minimum percentage of density specified for area classification. B. Percentage of Maximum. rDensit, Requirements: Compact soil to not less than the following percentages for maximum density for soils which exhibit a well-defined moisture density relationship (cohesive soils) determined in accordance with ASTM D1557; and not less than the following percentages of relative density; determined in accordance with ASTM 2049, for soils which will not exhibit a well defined moisture density relationship (cohesionless soils). A. Subgrade soils in planting areas: 1. shrub bed & meadow areas - 70% 2. Planting soils — 70% B. Multi-use Playfield: L Subgrade 90% 2. Sandy Soil 85% C. Lawn area: 1. Subgrade (outside Multi Use Playfield Area) - 75% 2. Surface Soils: 85% D. Import aggregate base material in asphaltic concrete paving areas - 95%. E. Concrete Plaza excavations. a. subgrade soil - 95% b. import aggregate base material - 95% F. Concrete footing excavations: 1. subgrade soil - 95% 2. import aggregate base material - 95% G. Wood Chip Trail 1. subgrade soils - 92%. 2. Wood chip surface - 92% H. Granular Fill - 95% I. Mineral Soil Fill - 95% NEW PARK AT NE 3`d COURT AND UNION AVE NE 02200-7 NEW PARK AT NE 3'' COURT AND UNION AVE NE SECTION 02'x'$0 PAGE 8 EARTHWORK J. Structural Fill—95% C. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Before compaction,moisten or aerate each layer as necessary to provide optimum content. Compact each layer to required percentages of maximum dry density or relative dry density for each area classification. 3.06 BACKFILL AND FILL A. General: Place specified fill material in 4 inch to 12 inch lifts to required subgrade elevations, for each area classification per paragraph 2.01 of this Section. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Removal of shoring and bracing, and back filling of voids with satisfactory materials. 2. Removal of trash and debris. C. Placement and Compaction: Place backfill and fill materials in uniform layers not more than 12 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth form material compacted by hand operated tampers. All compaction shall be by mechanical methods. Do not place backfill for fill material on surfaces that are muddy, frozen, or contain frost. D. Backfill Multi-use Playfield Area with a minimum depth of 6"of select stripped site subsoil and stripped site topsoil as necessary to achieve subgrade. E. Trench backfill: Trench backfill shall be the same as for other backfill. 3.07 SUBGRADE A. If structural fill is required, specified fill material shall be placed in uniform Iifts and compacted to a dense and unyielding condition. Layers before compaction shall not exceed eight(8") inches for heavy equipment compactors or four(4") inches for hand operated mechanical compactors and compacted to a minimum density of ninety percent (95%) at optimum moisture content. B. The subgrade shall be shaped to true and even lines so as to assure a uniform thickness of the base course required under paved areas as shown on the drawings. Surface of the subgrade shall not be more than three-fourths inch (3/4") above or below the subgrade elevation shown on drawings. NEW PARK AT NE Yd COURT AND UNION AVE NE 02200-8 NEW PARK AT NE 3' COURT AND UNION AVE NE SECTION 02200 PAGE 9 EARTHWORK 3.08 GRADING A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. Finish surfaces free from irregular surface changes. B. Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum density or relative density for each area classification. All fills placed at a slope steeper than three to one shall be compacted to 90% of the maximum, except where greater compaction is required by area classification. 3.10 MAINTENANCE A. Protection of Graded Areas: Protect newly graded areas from, traffic and erosion. Keep free of trash and debris. Repair and re-establish grades in settled, eroded and rutted areas to specified tolerances. B. Reconditioned Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. 3.11 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove from property all waste materials, including unacceptable excavated material, trash and debris, and dispose of it off site in a legal manner. Provide dump receipts from an approved dump site. See Section 02120 - Transportation & Disposal of Hazardous Materials for additional disposal requirements. END OF SECTION 02200 NEW PARK AT NE 3rd COURT AND UNION AVE NE 02200-9 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02270 PAGE 1 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1-GENERAL 1.01 SUMMARY A. The contractor shall use proper erosion and sediment control practices, whether or not shown on the drawings, to prevent upland sediments and other debris from entering the street and storm sewer system. This work consists of temporary measures, which include, but are not limited to, constructing temporary swales which direct site runoff into the temporary settling pond, placement of sand bags to separate work areas from flowing water,placing mulch on exposed areas, installing erosion control fabric and filter fabric fencing, placing straw on bare soils, covering stockpiles with plastic sheeting, and any other installation of erosion control measures as shown on the drawings, or that may be warranted by site and weather conditions, or required by the Owner. B. Temporary erosion and sediment control facilities will be inspected periodically by Owner. F. King County Surface Water Design Manual. 1.02 RELATED SECTIONS A. Section 01500 - Temporary Construction Facilities B. Section 02100 - Site Preparation and Demolition C. Section 02200 - Earthwork F. Appendix: Geotechnical Report 1.03 REFERENCES A. King County Surface Water Design Manual PART 2-PRODUCTS 2.01 SAND BAGS A. Bags shall be filled with clean washed sand. B. At least 30 sand bags are to be on-site at all times and ready for immediate application if needed. 2.02 STRAW A. At least 20 bales of straw (not hay) are to be on-site at all times and ready for immediate application if needed. 2.03 CLEAR PLASTIC SHEETING NEW PARK AT NE 3rd COURT AND UNION AVE NE 02270-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02270 PAGE 2 TEMPORARY EROSION AND SEDIMENT CONTROL A. Plastic (polyethylene) sheeting shall have a minimum thickness of 6 mil. 2.03 Temporary Erosion and Sedimentation Control A. Straw bales/mulch: wheat straw or similar straw, which is free of weed seeds. Do not use hay cut from Reed Canary Grass. B. Filter fabric: polyvinyl chloride (PVC) woven cloth, reinforced chlorosulfinated polyethylene cloth by Mirafi, or approved Black or Orange equal. Filter fabric used for siltation control fencing shall be secured using stable, durable staking methods approved by the Owner . C. Plastic covering: 6 mil clear plastic sheeting. D. Sand bags: 11/2 to 1 cubic foot capacity constructed of UV stabilized synthetic woven materials of sufficient strength to support the weight of the bag capacity in mineral aga ee5i - PART 3- EXECUTION 3.01 EROSION AND SEDIMENT CONTROL A. Remove straw, sand bags, and other temporary erosion control measures when construction is completed or when approved by the Owner. B. Place straw and or hydromulch over all exposed soils subject to erosion, during periods of wet weather or as directed by the Owner. C. Place plastic sheeting over disturbed areas and stockpiles which require immediate temporary erosion protection in accordance with Section 5.5.6 of the King County Surface Water Design Manual. D. Prior to leaving the site, stormwater shall pass through a sediment pond or sediment trap, or other appropriate BMP. E. Keep streets and site drains open for drainage at all times. TESC facilities shall be inspected daily during periods of rain, otherwise inspected weekly. F. The Contractor shall clean out catch basin sumps prior to placement of filter fabric. At no time shall more than one inch of sediment shall be allowed to accumulate on the filter fabric in the catch basin. Sediment buildup on catch basin filter fabric shall be removed or the fabric replaced. The Contractor shall clean out catch basins again after completion of construction. The cleaning operation shall not flush sediment-laden water into the downstream system. G. Any area stripped of vegetation where no further work is anticipated for a period NEW PARK AT NE 3`d COURT AND UNION AVE NE 02270-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02270 PAGE 3 TEMPORARY EROSION AND SEDIMENT CONTROL of 15 days, shall be immediately stabilized with clear plastic covering or straw mulch. During periods when a reasonable expectation of significant rainfall may be present, the contractor shall cover any stripped slopes 4:1 or steeper with plastic sheeting. Straw, when used, shall be applied at a thickness of 2 inches minimum. H. If sediment is transported on to a road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by a method as approved by the Owner and be transported to a controlled sediment disposal area. Street washing shall be allowed only after sediment has been removed in this manner. I. The Contractor shall protect stockpile areas from release of sediment. Stockpiles shall be covered at all times while not in use to keep stored material dry. Materials stockpiled on pavement shall be surrounded by two rows of straw bales with joints staggered. T_ CiltatiOn Control Fencing- 6 1. Silt Control Fencing shall be installed as shown on plans. Additional lengths of silt control fencing shall be installed as deemed necessary by the Owner throughout the Contract. 2. Silt Control Fencing shall be installed reasonably taught between stakes, with no sagging or bunching of the fabric. In areas at the project limit, where no significant restoration or additional work is anticipated by the Owner, do not trench bottom edge of fabric into ground, rather fold inward toward the source of potential siltation and cover with 5/8"pea gravel. 3. Maintain Silt Control Fencing by removing accumulated materials off-site when accumulations exceed 6"above original grade or grade behind the fencing. 4. Inspect undisturbed ground down-flow of fencing to verify functionality. Where the fencing has failed, correct it. Where accumulated water has focused erosive forces down-flow of fencing, provide additional silt fence or hay-bale baffles to dissipate erosive energy. K. Settling Ponds: During periods of excessive precipitation or when dewatering significant volumes of inadvertently detained stromwater, or when directed by the Owner, construct temporary stormwater settling ponds for storage of silt-laden runoff. Provide sufficient pumping capacity to remove the settled water to the stormwater conveyance as directed. END OF SECTION 02270 NEW PARK AT NE 3"COURT AND UNION AVE NE 02270-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02500 PAGE I SITEWORK CONCRETE PART 1- GENERAL 1.01 DESCRIPTION Furnish all material, labor, services and related items required to complete concrete paving work indicated on drawings and/or specifications. The items of work to be performed shall include but are not necessarily limited to: A. Aggregate base course B. Concrete paving C. Curbs, ramps and associated work 1.02 RELATED SECTIONS Section 02100 - Site Preparation and Demolition Section 02200—Earthwork Section 03100 - Concrete Formwork Section 03200 - Concrete Reinforcing Section 03300—Cast-in-Place Concrete Section 03345 - Concrete Finishing 1.03 REFERENCES This section references the latest revisions of the following documents. They are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Ti le• Standard Specifications for Municipal Public Works Construction, Washington State Chapter, American Public Works Association, latest edition. 2006 WSDOT Standard Specification for Road, Bridge and Municipal Construction 1.04 SUBMITTALS The Contractor shall submit to the Owner materials containing the following information: A. Procedures to be used in the construction in regard to the responsibility of the Contractor and all sub-contractors involved. B. Furnish samples,manufacturer's product data, test reports, and materials certifications as required in reference sections for concrete products, expansion joints, fillers, sealants, etc. NEW PARK AT NE Yd COURT AND UNION AVE NE 02500-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02500 PAGE 2 SITEWORK CONCRETE 1.05 QUALITY ASSURANCE A. Concrete mix, design and testing shall comply with requirements of Section 03300—Cast- in-Place Concrete for concrete mix design sampling and testing, and quality control, and as herein specified. B. Notify Owner a minimum of 48 hours prior to concrete pour, for inspection of forms, etc. PART 2- PRODUCTS 2.01 CRUSHED ROCK BASE COURSE: See Section 02200 Earthwork 2.02 FORMS A. Steel, wood or other suitable material of size and strength to resist movement during concrete placement. Use straight forms, free of defects. Use flexible spring steel forms or laminated boards to form curved edges. 2.03 STEEL REINFORCEMENT A. Reinforcing bars to be deformed steel bars, ASTM A 615, Grade 40. 2.04 EXPANSION JOINT MATERIALS A. Joint Filler: Premolded joint filler material shall conform to Section 9-04.1 of the WSDOT Standard Specifications. B. Joint Sealer: Self-leveling polyurethane; ASTM C920, Type M, Grade SL, Class 25. 2.05 CONCRETE MATERIALS A. Comply with requirements of Section 03300—Cast-in-Place Concrete for concrete materials, admixtures, bonding materials, curing materials, and others as required. B. Concrete shall be 3,000 PSI minimum compressive strength at 28 days. 2.06 CONCRETE SEALER A. Provide Aqua-trete BSM-20 Water repellent as sealer for concrete in plaza area. Install sealer per Manufacturer's reccommendation NEW PARK AT NE 3rd COURT AND UNION AVE NE 02500-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02500 PAGE 3 SITEWORK CONCRETE 2.07 CONCRETE SIDEWALK A. Materials shall conform to Section 8.14.2 of the WSDOT Standard Specifications. The concrete shall be air entrained concrete Class 3000 in accordance with the requirements of Section 6-02. 2.08 CAST-IN-PLACE CEMENT CONCRETE CURBS, AND CURB AND GUTTER A. Materials shall conform to Section 8.04.2 of the WSDOT Standard Specifications. They shall be constructed with air-entrained concrete Class 3000 conforming to the requirements of Section 6-01 of the WSDOT Standard Specifications. Entrained air content shall be 5 percent plus or minus 1 %2 percent. PART 3- EXECUTION 3.01 BARRIERS The Contractor shall erect and maintain barricades, canopies, guards, lights and warning signs to the extent required by law and as is prudent for the protection of the public and protection of the work. 3.02 SURFACE PREPARATION Compact subbase to 95 percent compaction using mechanical roller or compactor. Remove loose material from compacted subbase surface immediately before placing concrete. Proof roll prepared subbase to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.03 FORM CONSTRUCTION A. Set forms to required grades and lines, rigidly braced and secured. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. B. Check completed formwork for grade and alignment to following tolerances: 1. Top of forms not more than 1/8 inch in 10 feet. 2. Vertical face on longitudinal axis, not more than 1/4" in 10 feet. C. Clean forms after each use and coat with form release agent as often as required to ensure separation from concrete without damage. Release agents must be approved in writing by manufacturer of concrete sealers specified herein. NEW PARK AT NE 3'd COURT AND UNION AVE NE 02500-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02500 PAGE 4 SITEWORK CONCRETE 3.04 REINFORCEMENT Locate, place and support reinforcement as specified in Division 3 sections 3.05 CONCRETE PLACEMENT A. Comply with requirements of Division 3 sections for mixing and placing concrete and as specified herein. B. Do not place concrete until subbase and forms have been checked for line and grade. Moisten subbase if required to provide a uniform dampened condition at time concrete is placed. 3.06 JONTS A. Construct expansion, score and isolation joints true to line with face perpendicular to surface of concrete. B. Provide score joints, dividing the concrete areas as indicated on the Drawings. 1. Form score joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. Tooled joint shall be placed first, then provide light sandblast finish over entire surface. 2. Form score joints in hardened concrete using powered saws equipped with shatterproof abrasive or diamond rimmed blades. Cut joints into concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. C. Expansion Joints: 1. Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless otherwise indicated. 2. Locate expansion joints as noted on drawings, or less than 15' apart. 3. Extend joint fillers full width and depth of joint and not less than '/? inch or more than 1 inch below finished surface where joint sealer is indicated. Furnish joint fillers in one-piece lengths for full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Protect top edge of joint filler during concrete placement with a metal or plastic temporary strip. Remove protection after concrete has been placed on both sides of joint before sealant is applied. NEW PARK AT NE Yd COURT AND UNION AVE NE 02500-4 NEW PARK AT NE 3"d COURT AND UNION AVE NE SECTION 02500 PAGE 5 SITEWORK CONCRETE 4. Fillers and Sealants. C. Isolation Joints: 1. Provide isolation joints as shown on drawings in plaza area. Pour concrete areas to ensure, once concrete has cured abutting newly poured section will meet flush and true to cured surface. Dowel as required and shown on plans. 3.07 CONCRETE FINISHING A. Description: 1. Concrete banding as shown on the plans in the plaza area shall have an exposed aggregate finish. Aggregate shall be 7/8"Pea Gravel. 2. Sidewalks, curbs and other concrete pavements shall be broom finished. 3. Plaza concrete surface to receive a light sandblast finish. B. After striking off and consolidating concrete, smooth surface by screening and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface irregularities, and refloat repaired area to provide a continuous smooth finish. C. After completion of floating and troweling when excess moisture or surface sheen has disappeared, complete finishing as follows: 1. Install tool grid as indicated on plan. 2. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point up any minor honeycombed areas. Remove and replace areas or sections with major defects, as directed by Owner. 3. Light broom finish: Provide light broom finish after concrete has reached 75% strength or after concrete has reached a minimum 2000 psi. 4. Light sandblast finish: Provide light sandblast finish to concrete Plaza surface Owner shall approve sample sandblasted area. Once the time of sandblasting is determined through testing, all subsequent blasting shall be done at the same concrete age for uniformity of appearance. 5. Exposed aggregate finish: Provide exposed aggregate on concrete bands in the Plaza as shown on the drawings, finish as follows a. Exposing the aggregate: When the concrete is hard enough to retain the embedded aggregate and the mortar is still soft enough to be removed by NEW PARK AT NE 31'COURT AND UNION AVE NE 02500-5 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02500 PAGE 6 SITEWORK CONCRETE brushing,the surfaces shall be brushed and flushed with water. The exposing operation or washing and brushing with a stiff bristle broom is continued until the surface matches the approved sample panel. The final washing operation shall cease when the flush water runs clear and there is no noticeable cement film on the aggregate. Work shall be planned so that the concrete placing and aggregate seeding procedures are coordinated with the capabilities of the washing and brushing crew. b. When a surface retarder is used, it must be approved by the Owner and be of the same brand used to prepare the approved sample panel. The retarder shall be applied uniformly over the concrete surface in accordance with the manufactureer's instructuions. c. After curing (see below) and no sooner than two weeks after the concrete has been placed, cement film shall be removed from the surface of the aggregate by acid wash. The slab shall be saturated with water, brushed free of standing water, and washed with a 5-10% solution of Muriatic Acid. Several flushings with clear water should follow the acid wash. The above procedure shall be followed until the surface matches the approved sample panel. d. Sealer: After the flatwork is completely dry, a clear, non-yellowing acrylic sealer shall be uniformly applied to the surface according to the manufacturer's directions. 3.08 CURING A. Protect and cure finished concrete paving, complying with applicable requirements of Section 03')00—Cast-in-Place Concrete. Use curing and sealing compound or approved moisture curing method. 3.09 CLEAN-UP A. Repair and replace broken or defective concrete as directed by Owner. B. Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least fourteen(14) days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. C. Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign material just prior to final inspection. END OF SECTION 02500 NEW PARK AT NE 34 COURT AND UNION AVE NE 02500-6 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02510 PAGE 1 TRAILS PART 1- GENERAL 1.01 DESCRIPTION Furnish all material, labor, services and related items required to complete trail construction work indicated on drawings and/or specifications. The items of work to be performed shall include but are not necessarily limited to: A. Trail sub-grade preparation B. Placement of geotextile C. Chipping of woody material on site 1.02 RELATED SECTIONS Section 02050—Clearing and Grubbing for Wood Chip Trails Section 02100 - Site Preparation and Demolition Section 02200 —Earthwork Section 02550—Asphaltic Concrete Paving 1.03 SUBMITTALS The Contractor shall submit to the Engineer materials containing the following information: A. Procedures to be used in construction in regard to the responsibility of the Contractor and all sub-contractors involved. B. Furnish samples, manufacturer's product data, test reports, and materials certifications as required in reference sections for crushed rock, and on site wood chip material. 1.04 QUALITY ASSURANCE A. The Contractor is responsible to check quality of work and shall perform compaction, and density tests on request of the owner to check compliance with these specifications. The Contractor shall employ a testing lab acceptable, to the Owner, to perform such soil tests as specified herein. Five copies of the test results, signed and sealed by a registered professional engineer, shall be submitted to the Engineer for review. B. All test results must indicate conformance to this specification before proceeding with related work. If, in the opinion of the Engineer, crushed rock paved areas which have been placed are below specified density, the Contractor shall provide additional compaction and testing at his expense. The Engineer shall have the authority to accept or reject any or all testing agencies, testing methods, or locations selected by the Contractor. The Contractor shall provide three (3) days advance notice to the Engineer when tests are required to be performed. C. The following shall be submitted to the Engineer: NEW PARK AT NE PCOURT AND UNION AVE NE 02550-1 NEW PARK AT NE 3"d COURT AND UNION AVE NE SECTION 02510 PAGE 2 TRAILS 1. Field density - AASHTO T191-61. One field density test in three areas of the wood chip path as designated by the Engineer. 2. Submit a sample of crushed rock material naming supplier. 3. Submit a sample of wood chip material prepared on site. D. The area to be cleared shall be to the dimensions shown on drawings or 1 foot beyond fill or backslope catch points. 1.05 GRADES, LINES AND LEVELS 1. Known bench marks, monuments, physical characteristics, legal limits, property lines, and approximate utilities locations are as shown on drawings. The work is laid out in relation to existing trees and established facilities as indicated on drawings. 2. Employ a licensed civil engineer or land surveyor to lay out the work and establish all points, lines, grades, and levels from such points, reference lines, and datum as indicated on the drawings. The Contractor will be held responsible for the accuracy of his work. 3. Provide all such stakes, spikes, steel pins, templates, platforms, equipment, instruments men, rodmen, chainmen, etc., as may be required in laying out any part of the work. 4. Provide all stake out and locations of the various portions of the work and provide such lines and grades as are necessary, in their opinion, for the proper construction and drainage of the Project as required on drawings. Verify stakeout on site with Engineer prior to starting trail construction 5. Submit all layout data to Engineer for approval prior to beginning work. 6. Maintain and preserve all stakes and other marks established until authorized to remove them; if such marks are destroyed by the Contractor through his negligence prior to their authorized removal, and if required by the Engineer, they shall be replaced by the Contractor at his expense. 7. All debris, trees, logs, limbs, branches, brush, plants, and other protruding obstructions within the clearing limits shall be removed and appropriately disposed of PART 2- PRODUCTS 2.01 WOOD CHIP MATERIAL A. Use of cleared woody debris as identified in Section 02050 Clearing and Grubbing, shall be chipped on site and used to surface the wood chip path. NEW PARK AT NE 3''COURT AND UNION AVE NE 02550-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02510 PAGE 3 TRAILS B. Chipped on site material varies from Cottonwood to Maple, Cherry, Alder, Fir and other species wood chips shall meet the following gradation requirements for quality assurance. Wood chip mulch,2 inch minus size chips from cleared native woody vegetation on site, shall be permitted. Use of weedy vegetation such as Knot Weed or Blackberry is not permitted. Ensure wood chips are free of leaf and needle debris. PART 3 -EXECUTION 3.01 BARRIERS The Contractor shall erect and maintain barricades, canopies, guards, lights and warning signs to the extent required by law and as is prudent for the protection of the public and protection of the work. 3.02 WOOD CHIP TRAIL EXCAVATION AND EMBANKMENT A. Excavation and embankment shall be accomplished to meet the lines and grades shown on the drawings and designated on the ground. Minor deviations from the trail alignment and grade will be permitted to avoid or minimize disturbance of physical terrain. B. The trail cross section shall be constructed in accordance with the drawings. C. Unless otherwise shown on the drawings, the trailbed shall be outsloped 3/4 of an inch to 1-1/4 inches per foot or width. D. All embankment shall be constructed of compacted mineral soil. All disturbed soil within the trailbed area shall be recompacted. E. Any rock along or above backslopes that becomes unstable as a result of excavation operations shall be removed and utilized or disposed of. F. All subbase beneath wood chip path shall be compacted existing soil following excavation. All disturbed soil within the trail-bed area shall be re-compacted per specifications. 3.03 ASPHALT TRAIL EXCAVATION AND EMBANKMENT A. Excavation and embankment shall be accomplished to meet the lines and grades shown on the drawings and designated on the ground. B. The trail cross section shall be constructed in accordance with the drawings. NEW PARK AT NE Y4 COURT AND UNION AVE NE 02550-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02510 PAGE 4 TRAILS G. All subbase material beneath asphalt path shall be constructed of imported compacted crushed rock subbase. All disturbed soil within the trail-bed area shall be re-compacted per specifications. 3.03 SURFACE PREPARATION A. Wood Chip Path Compact subgrade per Section 02200, compact using mechanical roller or compactor. Proof roll prepared subgrade to check for unstable areas and need for additional compaction. Do not begin placement of wood chip material work until such conditions have been corrected and are ready to receive wood chip. B. Asphalt Path Compact subgrade per Section 02200 using mechanical roller or compactor. Proof roll prepared subgrade to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.04 CONSTRUCTION A. Crushed rock subbase shall be used in the construction of asphalt trail, and backfill for structures and for other purposes shown on the drawings. Compaction per Section 02200. B. Before placement of Wood Chip Material, all duff and litter, unless otherwise shown on the drawings shall be removed. C. Excess and unsuitable excavation material shall be removed from site. 3.05 CLEAN-UP A. Keep trail clean and free of stains, discoloration's, dirt and other foreign material and rake clean just prior to final inspection. END OF SECTION 02550 NEW PARK AT NE Yd COURT AND UNION AVE NE 02550-4 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02530 PAGE 1 PART 1 - GENERAL COURT SURFACING 1.01 Description: Furnish all material, labor, services and related items required to complete work indicated on drawings and/or specifications. The items of work to be performed shall include but are not necessarily limited to the complete installation of tennis court surfacing and playing lines. 1.02 Related Work: Section 02200 - Earthwork Section 02550 - Asphalt Concrete Paving 1.03 References: U.S. Tennis Court and Track Builders Association (UST&TBA) Tennis Court and Track Construction Guide Specifications, Sections I, ILF, & ILP 1.04 Quality Assurance: A. Contractor Qualifications: The Contractor must be experienced in court surfacing work of the highest professional quality and have facilities and personnel adequate for the work specified. The Contractor must submit evidence of recent courts constructed for approval by the Engineer prior to commencing the work. The Contractor must also acquaint him/herself with all the work related to site improvements and other work which might effect preparation for or installation of tennis courts(s). Contact: Mid-Pac— 1-425-822-1002 B. Testing shall be done under the supervision of the Contractor and in accordance with the General and Supplementary Conditions of the Contract. Water Testing: Check the finished surface of the asphalt for puddles by flooding the entire paved area with water. Any puddle holding water deeper than a five cent piece should be outlined with chalk and filled, in accordance with the specification of the Asphaltic Concrete Paving, Section 02550. 1.05 Submittals: The Contractor shall submit to the Engineer materials containing the following information: A. Procedures to be used in the construction of Court with regard to the division of labor and responsibility of the Contractor and all sub-contractors involved. NEW PARK AT NE 3rd COURT AND UNION AVE NE 02530-1 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02530 PAGE 2 COURT SURFACING B. Materials to be used and the proposed method of application and procedures to be followed. 1. Manufacturers Material Safety Data Sheets (MSDS) for all coatings and Paints, prior to their delivery to the site. 2. Manufacturers recommended methods of installation for all coatings and paints, for approval prior to the commencement of the work. 1.06 Manufacturers and Products: The following manufacturers offer products that conform to the intent and purposes of these specifications: A. Nova Sports U. S. A., Inc. —Nova B. California Products Corporation—Plexipave C. Touraine Paints - Tru Flex Materials manufactured by any other manufacturers shall not be considered to meet these specifications unless a sample of the product is submitted and a test application performed for and approved in writing by the Engineer prior to the opening of bids. All Material shall be delivered to the construction site in its original unopened containers clearly labeled with trade name and name of manufacturer. PART 2 - PRODUCTS 2.04 Court Surface Materails: A. Court Surfacing Materials shall be: 1. Novacrylic (Novaplay) as manufactured by Nova Sports U.S.A., 6 Industrail Rd., Bldg. #2, Milford, MA 01757. 1-800 USA-NOVA. Colors as shown on the drawings. 2. Approved Equal. B. All coatings shall be pure acrylic, containing no asphlatic or tar emulsions, nor any vinyl, alkyd or non-acrylic resins. The color system shall be a factory-mixed compounds requiring only the addition of water at the job site 2.05 Playing Lines: NEW PARK AT NE 3rd COURT AND UNION AVE NE 02530-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02530 PAGE 3 COURT SURFACING Paint with white line paint manufactured by Nova Sports, or approved equal, as specified by manufacturer. The use of traffic, oil, alkyd or solvent-vehicle type paints is absolutely prohibited. PART 3 - EXECUTION 3.01 Barriers: The Contractor shall erect and maintain barricades, canopies, guards, lights and warning signs to the extent required by law and as is prudent for the protection of the public and protection of the work. 3.02 Cleaning Asphalt Surface: Court shall be cleaned using a stiff bristle broom and gas powered blower or water based pressure spray unit capable of generating 2500 PSI at the nozzle tip, to remove all dirt and debris. 3.03 Filler Coats: Two filler coats of Cap Seal, or approved equal, with 400 to 600 pounds of sand added per each fifty(50) gallons of Cap Seal will be applied. The second coat is applied perpendicular to the first coat. After each of the two filler coats the surface will be rolled with a minimum of 2500 pounds clean, steel wheel, self-propelled roller. 3.04 Color System: A. Two coats of surfacing material shall be applied per manufacturer's specifications. Both coats are to contain aggregate as required to obtain playing "speed" as agreed upon between Engineer and Contractor. After each coat has dried, the surface shall be inspected and all ridges removed, and the entire surface shall be cleaned with a blower prior to application of the next coat. The cleaner(blower) must be electric powered to prevent oil contamination of surface. B. One finish coat shall be applied per manufacturer's specifications. The aggregate content shall be agreed upon between Engineer and Contractor. C. The method of application for the Color System is attached with important notes regarding moisture and temperature conditions. D. A uniform color throughout the surface shall be obtained by proper application. NEW PARK AT NE Yd COURT AND UNION AVE NE 02530-3 NEW PARK AT NE 3'COURT AND UNION AVE NE SECTION 02530 PAGE 4 3.05 Playing Lines: COURT SURFACING Dimensions: Base lines shall be three inches (3") wide, and playing lines two inches (2") wide. Lines shall be accurately located and marked in accordance with the drawings. All lines shall be painted with textured white line paint,provided by the approved manufacturer. Playing lines shall be taped, and the tape sealed and then painted to provide straight lines with sharp edges. 3.05 Guarantees: A. The manufacturer shall guarantee the material in writing for a period of two (2) years from date of Physical Completion against chalking, checking, fading discoloration, or other adverse effects from ultraviolet rays of the sun, from weather moisture, or from weather temperatures. B. The Contractor shall further guarantee that all work performed under this section shall be free from defects in material and workmanship. Upon notice in writing from the Owner to the Contractor within two (2) years of Physical Completion of the project, the Contractor shall, at no expense to the Owner, make necessary repairs or replacements of the defective work in question. During this period of guarantee, the Owner shall perform normal maintenance, repairing tennis racquet damage and cleaning. 3.06 Close Out: A. Cleaning: Upon completion, the Contractor shall remove all containers, surplus materials and debris, and leave the site in a clean and orderly condition acceptable to the Engineer and Consultant. B. Maintenance: The installer shall make recommendations to the Contractor in writing of the procedures to follow in protecting and maintaining the Court until Physical Completion. The Contractor shall provide the Engineer with a complete typewritten set of maintenance and repair procedures on 8-1/2" x 11" heavy weight plastic coated sheets. Furnish minimum of three (3) copies. END OF SECTION 02530 NEW PARK AT NE 3rd COURT AND UNION AVE NE 02530-4 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02550 Page 1 ASPHALT CONCRETE PAVEMENT PART 1 - GENERAL 1.01 DESCRIPTION A. The work includes constructing asphalt concrete pavement for the roadways,parking, and path areas, as indicated on the drawings. It also includes constructing asphalt-treated base beneath the new roadways and parking areas as indicated on the drawings. 1.02 STANDARD SPECIFICATIONS A. All work shall conform with the 2006 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation (WSDOT) Section 5-04 and 4-6, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. PART2 - PRODUCTS 2.01 ASPHALT CONCRETE A. Parking Lot - Asphalt concrete aggregate shall be F3AA Class 1/2-inch conforming to Section 9-03.8 and asphalt Binder PG58-22 conforming to Section 9-02.1(4) of the WSDOT Standard Specifications. B. Basketball Court — Asphalt concrete aggregate shall be BMA class 3/8-inch conforming to Section 9-03.8 of the WSDOT Standard Specification. Asphalt binder shall be PG58-22 conforming to Section 9-02.1(4) of the WSDOT Standard Specifications. C. Pedestrian Path — Asphalt binder shall be PG58-22 conforming to Section 9-02.1(4) of the WSDOT Standard Specifications. Aggregate proportions shall conform to the following gradation: Sieve Tar et Value S ecification '/4" 100 100 %Z" 99 95-100 3/8" 90 80-95 %4" 75 60-80 #10 43 35-50 NEW PARK AT NE 3'COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02550 Page 2 ASPHALT CONCRETE PAVEMENT #40 18 15-30 #200 5.5 3-8 96AC 4.8 4.3-5.3 D. Roadway Paving — Asphalt binder shall be PG64-22 conforming to Section 9-02.1(4) of the WSDOT Standard Specifications. Aggregate shall be HMA class %2-inch conforming to Section 9-03.8 of the WSDOT Standard Specifications. 2.02 TACK COAT A. Tack coat shall conform to the requirements of Section 5-04.3(5)A of the WSDOT Standard Specifications. 2.03 ASPHALT-TREATED BASE A. Asphalt-treated base materials shall conform to Section 4-06 of the WSDOT Standard Specifications. Asphalt shall be PG64-22 conforming to Section 9-02.1(4) of the WSDOT Standard Specifications. PART 3 - EXECUTION 3.01 ASPHALT CONCRETE PAVEMENT A. Asphalt concrete pavement shall be constructed in conformance with Section 5-04.3 of the WSDOT Standard Specifications, except as modified herein. Prime coat is not required and tack coat is required as specified therein. B. Asphalt concrete pavement more than 3 inches thick shall be placed in multiple layers. Each layer shall not exceed 2 inches in thickness. Asphalt concrete pavement 3 inches thick or less may be placed in one layer. 3.02 ASPHALT TREATED BASE A. Asphalt-treated base shall be constructed in conformance with Section 4-06.3 of the WSDOT Standard Specifications. END OF SECTION NEW PARK AT NE Yd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02580 Page 1 PAVEMENT MARKINGS AND SIGNAGE PART 1 - GENERAL 1.01 DESCRIPTION A. The work includes constructing pavement markings and traffic control signage for the roadways and parking areas as indicated on the drawings. 1.02 STANDARD SPECIFICATIONS A. All work shall conform with the 2006 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. PART 2 - PRODUCTS 2.01 PAINT A. Paint for pavement markings shall comply with Section 9-34 of the WSDOT Standard Specifications. The paint shall be factory mixed, quick drying and nonbleeding. Colors shall be as indicated on the drawings. 2.02 PLASTIC A. Plastic for pavement markings shall be one of the following: Plastic-Pressure Sensitive Marking Material Manufacturer Name Brand Prismo Universal Co. Prismo Brand - 60 mil Prismo Universal Co. Prismo Brand - 90 mil 3M Company Stamark 5730 Series - 60 mil 3M Company Stamark 350 Series - 60 mil 3M Company Stamark 380 Series - 60 mil Plastic pressure sensitive marking materials are not allowed on bituminous surface treatment(BST)pavement. NEW PARK AT NE 3rd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02580 Page 2 PAVEMENT MARKINGS AND SIGNAGE Plastic -Extruded Materials Manufacturer Identification Lafrentz Road Service Ltd. Lafrentz Thermoplastic - 125 mil Pave-Mark Corporation Pave-Mark Hydrocarbon - 125 mil Pave-Mark Corporation Pave-Mark Alkyd - 125 mil * Swedish A.B. Cleanosol Cleanosol IT - 125 mil * Approved for installation in Western Washington only. B. Colors shall be as indicated on the drawings. 2.03 SIGNS A. Traffic control signs shall be reflective sheeting on sheet aluminum conforming to Sections 9-28.8 and 9-28.12 of the WSDOT Standard Specifications. Wood posts shall be standard or better grade Douglas Fir or Hem-Fir pressure treated with Chemonite or approved equal. PART 3 - EXECUTION A. Pavement markings installation shall conform with Section 8-22.3 of the WSDOT Standard Specifications, except that the Contractor shall be responsible for all layout and control points, striping shall not deviate more than 1/4-inch in 10 feet from a straight line and striping shall not be more than 1-inch from the specified locations. Paint striping shall only be applied after the pavement has been allowed to cure 14 days minimum, when the pavement is clean and dry and when the temperature is above 50 degrees F. B. Signs shall be located and installed as shown on the plans. All sign posts shall be plumb and all signs shall be level. END OF SECTION NEW PARK AT NE 3nd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02660 Page 1 WATER DISTRIBUTION PART 1 - GENERAL 1.01 DESCRIPTION A. The work includes installation of waterlines, water meters, vaults, valves and appurtenances. 1.02 STANDARD SPECIFICATIONS A. All work shall conform with the 2006 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS A. Pipe and fittings shall conform to the WSDOT Standard Specifications Section 7-09.2 for water mains and Section 7-15.2 for service connections. 2.02 DETECTABLE MARKING TAPE A. Detectable marking tape shall conform to the WSDOT Standard Specifications Section 9- 15.18. 2.03 CONCRETE A. Un-reinforced concrete shall be commercial class conforming to Section 6-02.3(2)B of the WSDOT Standard Specifications. PART 3 -EXECUTION 3.01 TRENCHES A. Trenches shall be excavated and backfilled, and the pipe shall be bedded in conformance with Section 7-09.3 of the WSDOT Standard Specifications. NEW PARK AT NE 3'd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02660 Page 2 WATER DISTRIBUTION 3.02 PIPES AND VALVES A. Pipes and valves shall be installed in conformance with Section 7-09.3 and 7-12.3 of the WSDOT Standard Specifications. 3.03 SERVICE CONNECTIONS A. Service connections shall be installed in conformance with Section 7-15.3 of the WSDOT Standard Specifications. 3.04 DETECTABLE MARKING TAPE A. Detectable marking tape shall be installed in conformance with Section 7-09.3(20) of the WSDOT Standard Specifications. END OF SECTION NEW PARK AT NE Yd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02720 Page 1 STORM DRAINAGE PART 1 - GENERAL 1.01 DESCRIPTION A. The work includes constructing drainage pipe and drainage structures. 1.02 STANDARD SPECIFICATIONS A. All work shall conform with the 2006 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. PART 2 - PRODUCTS 2.01 PIPE A. LCPE (lined corrugated polyethylene pipe) 12 inches and larger shall be provided with a smooth interior wall and shall conform to AASHTO M 294-S. Couplings shall be gasketed to provide a watertight connection.. B. LCPE drainage pipe 8 inches and smaller shall have flexible, gasketed, push-on joints and be LCPE conforming to AASHTO M 252. Pipe shall be provided with a smooth interior wall. All pipe and fittings shall be legibly and permanently marked with type and class. C. Perforated underdrain shall comply with the requirements of Section 9-05.2(6) or (7) of the WSDOT Standard Specifications. 2.02 CATCH BASINS AND MANHOLES A. Catch basins and manholes shall be precast concrete structures conforming to Section 7- 05.2 of the WSDOT Standard Specifications. Metal castings shall conform with the requirements of Section 9-05.15 of the WSDOT Standard Specifications. 2.03 FILTER FABRIC A. Filter fabric shall be Mirafi 100X, Typar 3201, Typar 3301 or an approved equal. NEW PARK AT NE Yd COURT AND UNION AVE NE NEW PARK AT NE 3 r COURT AND UNION AVE NE SECTION 02720 Page 2 STORM DRAINAGE PART 3 - EXECUTION 3.01 PIPE A. Pipe shall be installed in conformance with Section 7-04.3 of the WSDOT Standard Specifications. The pipe shall be bedded to 6 inches above the pipe with gravel backfill for pipe bedding. Backfill shall be compacted to 95 percent of the maximum dry density as determined in accordance with ASTM D 1557-00. 3.02 STRUCTURES A. Structures shall be installed in conformance with Section 7-05.3 of the WSDOT Standard Specifications. END OF SECTION NEW PARK AT NE 3nd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02730 Page 1 SANITARY SEWERS PART 1 - GENERAL 1.01 DESCRIPTION A. The work includes constructing sanitary sewer mains, side sewers, and manholes. 1.02 STANDARD SPECIFICATIONS A. All work shall conform with the 2006 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. PART 2 - PRODUCTS 2.01 PIPE A. Sewer pipe shall have flexible, gasketed, push-on joints and shall be PVC (polyvinyl chloride) SDR 35 conforming to ASTM D 3034-00. Fittings shall be factory molded of PVC. All pipe and fittings shall be legibly and permanently marked with type and class. 2.02 CONCRETE A. Reinforced concrete shall be Class 3000 and unreinforced concrete shall be commercial class conforming to Section 6-02.3(2)B of the WSDOT Standard Specifications. 2.03 CLEANOUTS A. Cleanouts shall be of the same material as the pipe and shall conform with Section 7-19.2 of the WSDOT Standard Specifications. PART 3 -EXECUTION 3.01 EXCAVATION, BACKFILL, AND PIPE BEDDING A. Excavation, backfill and pipe bedding shall conform with the requirements of Section 7-17.3 of the WSDOT Standard Specifications. NEW PARK AT NE 3rd COURT AND UNION AVE NE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02730 Page 2 SANITARY SEWERS 3.02 PIPE A. Pipe shall be installed in conformance with Section 7-17.3 and 7-18.3 of the WSDOT Standard Specifications. 3.03 CLEAINOUTS A. Cleanouts shall be installed in conformance with Section 7-19.3 of the WSDOT Standard Specifications. 3.04 CLEANING AND TESTINI G A. All sewers and appurtenances shall be cleaned and tested after backfilling by the low pressure air method specified in Section 7-17.3(2) of the WSDOT Standard Specifications. END OF SECTION NEW PARK AT NE 3'd COURT AND UNION AVE NE NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02810 PAGE 1 IRRIGATION SYSTEM 1.00 GENERAL 1.01 SUMMARY A. Underground automatic (remote) controlled irrigation system. B. The layout of the irrigation system is schematic; follow as closely as is practical. C. Alterations in the locations of pipelines, valves, and related equipment shall only be made with the Engineer/Owner approval. D. Before proceeding with the installation of any section or unit of the irrigation system, check and verify the correlation between ground measurements and the drawings. Advise the Engineer/Owner of any discrepancies. E. Install a fully operational irrigation system to function property with the City of Renton Irrigation central control system 1.02 REFERENCED STANDARDS A. Without limiting the generality of other requirements of the specifications, all work specified herein shall conform to or exceed the requirements of the Building Code and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of this section. B. All work hereunder shall be in full accordance with the latest rules and regulations of the governing authorities, state "OSHA," the Uniform Plumbing Code published by the western Plumbing Officials Association and other applicable local codes and regulations. 1.03 SUBMITTALS A. Submit within 10 days after contract date a complete list of all specified and approved irrigation products which are proposed for installation. B. Submit prior to final acceptance product data for all irrigation equipment installed in the irrigation system, and written operating and maintenance instructions on all equipment including winterization procedures. C. As built drawings: Shall be provided upon completion of irrigation system by installer of system. NEW PARK AT NE 3rd COURT AND UNION AVE NE 02810-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02810 PAGE 2 1.04 JOB CONDITIONS IRRIGATION SYSTEM A. Solvent weld PVC pipe only during non-freezing weather. Solvent weld PVC pipe only under cover in rainy weather. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Store PVC pipe and fittings out of direct sunlight and protect from physical damage. 1.06 PROTECTION OF JOB CONDITIONS AND UTILITIES A. Provide protection at all times ample to keep rock, dirt, gravel, debris and all other foreign materials from entering piping, valves and other irrigation equipment. B. Locate all existing and new utilities. Coordinate with and protect all utilities during construction. 1.07 INSPECTIONS AND TESTS A. Cover or enclose work only after it has been inspected and tested. 1.08 WARRANTY A. Irrigation system installer shall provide in writing a statement to Owner that he/she shall perform the following at beginning of first Winter season: 1. General inspection of system. 2. Test all lines, valves, sprinkler heads, double-check valves 3. Repair all leaks and any faulty work. 4. Check operation of system and adjust spray patterns if necessary for full coverage. 5. Do other necessary work for adequately functioning system. 6. Drain system completely and show groundsperson and irrigation specialist location of all drain valves and/or "blow out" points. Winterize irrigation system using compressed air to evacuate all lines. 7. Contractor to repair grades that have settled at all trenches, and for adjustment of sprinkler heads to finish grade. This includes both shrub heads and lawn heads. Contractor to provide topsoil and sod as needed to bring lawn or shrub bed to finished grade. Return in Spring after first Winter for system check-up and, if necessary, restore system for Spring and Summer operation. Be sure head groundsperson fully understands the system and operational methods. Irrigation specialist to be present at Spring start up. During first irrigation season, be available within one week to make required repairs to this system. 2.00 PRODUCTS NEW PARK AT NE 3'd COURT AND UNION AVE NE 02810-2 NEW PARK AT NE 3'COURT AND UNION AVE NE SECTION 02810 PAGE 3 IRRIGATION SYSTEM 2.01 GENERAL A. Materials and equipment shall be new and of brands, types and Manufacturers as shown on drawings and specified in this Section. B. Whenever references are made to a product of a particular manufacturer, such reference is for the purpose of facilitating the description and representative quality of the product intended for use. C. Each type of material or model of equipment shall be of one manufacturer throughout. 2.02 SPRINKLER HEADS A. Spray heads as noted on the plans. B. Pressure regulating heads to be provided as noted on plan. Rainbird Seal-A-Matic Pop-Up Sprays C. Rotors: Rainbird Falcon 6504 with 4"stainless steel riser, nozzle as shown on drawings. 2.03 PIPES AND FITTINGS A. Markings: All PVC pipe and fittings shall bear the manufacturer's name or trademark, material designation, nominal size, applicable IPS schedule or class rating, NSF seal of approval; and on pipe ASTM Standard Number. B. PVC Mainline: Schedule 40 PVC. C. PVC Lateral Line: Class 200 PVC. D. Galvanized Pipe and Fittings: 1. Pipe: Schedule 40, 125 psi, ASTM A120-72a, hot dipped galvanized and threaded. 2. Fittings: Galvanized,malleable, screwed, 150 psi, FS WW-P521. 2.04 PIPE SLEEVE A. Schedule 40 PVC pipe as specified. 2.05 PVC SOLVENT CEMENTS AND PRIMERS A. Solvent Cement: NSF approved,meet requirements of ASTM D2564. B. Primer: NSF approved; Weld-On No. P-70 Industrial Polychemical Service. NEW PARK AT NE Yd COURT AND UNION AVE NE 02810-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02810 PAGE 4 IRRIGATION SYSTEM 2.06 AUTOMATIC (REMOTE) CONTROL VALVE A. Rainbird PEB-PRS-D. Size as shown on Drawings. 2.07 CONTROL WIRE A. Type OF bearing U/L approval for direct underground burial in National Electrical Code Class H circuits, ASG sizes, minimum size#14. B. Conductor of electrical conductivity-grade copper meeting requirements of ASTM B-3. 2.08 ELECTRICAL CONNECTORS A. Sealing Packs to be moisture resistant electrical spring connectors. B. Dri Splice 3M DBY. 2.09 AUTOMATIC CONTROLLER A. Toro Sentinel Field Satellite Controller wall mounted in Cabinet in Restroom. Include all components for a fully operational system. (24 Station controller). Install per manufacturer's recommendations. B. Provide directional antenna(Magi)mounted on exterior pipe vent of restroom. Toro Model BMYA-4503. Install per manufacturer's recommendations. Coordinate installation with restroom. C. Controller shall be equipped with a hand held radio. Provide SHHR- Sentinel Hand Held Radio. Install per manufacturer's recommendations. 2.11 REMOTE CONTROL VALVE BOX A. Carson remote control valve box. Install Jumbo 012-12. 2.12 DOUBLE CHECK VALVE BACKFLOW PREVENTER A. Febco 2" inch 850U or Wilkins 2" inch Model 975 double check valve preventer with two globe valves. 2.13 DOUBLE CHECK VALVE BOX A. Concrete vault with locking lid. Install Fog-Tite #25-TA concrete valve box size to fit 2"double check valve. NEW PARK AT NE Yd COURT AND UNION AVE NE 028104 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02810 PAGE 5 2.14 MANUAL DRAIN VALVE IRRIGATION SYSTEM A. Brass gate valve, AQUA Red and White or NIBCO. Size as shown on the drawings. 2.15 QUICK COUPLING VALVE A. Rainbird 44LRC with locking rubber cover. Provide key. 2.16 IRRIGATION BOOSTER PUMP A. Shall be Flint &Walling C22131 3HP 230 volt single phase power. B. Pump Enclosure shall be PE-40AL Strong Box Pump Enclosure or approved equal. Enclosure shall accept pad lock. Supplier: United Pipe & Supply Inc. 1114 S 30`h St. Tacoma, WA 98401-0236 Contact: David Cross—206-838-9592 2.17 MASTER VALVE A. Master Valve 1. The master valve shall be a normally open electric solenoid actuated valve. The valve shall have an NPT inlet and outlet of up to 150 PSI 2. The master control valve shall meet the requirements for automatic control valves with the exception of that noted above. 3. The master valve shall be of the size shown on the drawings. 2.18 FLOW SENSOR B. Flow Sensor 4. The thermoplastic flow sensor shall have a six bladed impeller with a proprietary, non- magnetic sensing mechanism. The transmitted signal shall be a low impedence 8 VDC square wave signal. The maximum transmitted signal distance shall be 2000 ft. 5. The flow sensor shall include a PVC schedule 80 tee fitted with a removable sensor alert. 6. The flow sensor shall be Data Industrial Series IR 220P. a) Flow sensor wire shall be P89 computer interface wire b) Output Transmitter shall be Data Industrial Series 600-15 (mounted in controller housing) 2.19 BALL VALVE A. Shall be Spears ball valve, size as shown on the drawings. 2.20 OTHER MATERIALS A. As indicated on the Drawings, specified,or required. NEW PARK AT NE 3"'COURT AND UNION AVE NE 02810-5 NEW PARK AT NE P COURT A1ND UNION AVE NE SECTION 02810 PAGE 6 IRRIGATION SYSTEM 3.00 -EXECUTION A. General: 1. Locate size and type of all equipment as specified and indicated on Drawings. 2. Make no adjustment without written approval of Owner. 3. Water service connection: Conform to the requirements set forth by all codes and the water supplying agency. 4. Install all equipment per manufacturer's recommendations unless otherwise specified. 3.01 WORKMANSHIP A. Highest quality in all respects by competent workers experienced and skilled at their trade. B. Install all materials and equipment in strict accordance with manufacturer's written instructions and recommendations, local and state codes, laws, ordinances and regulations. (, Cap Or Otherwise prntert ntnf-n_. ndar1 rnirn,- valve-S and risers after fabrication until additional connectors are made or sprinkler heads installed. 3.02 LAYOUT OF IRRIGATION SYSTEM 1. Stake the system following the diagrammatic design shown on the Drawings before irrigation system installation begins. Notify Owner for approval to proceed with installation. 2. Alterations and changes in the layout may be expected in order to conform to the conditions. 3. It is understood that corrective measures in the system may become necessary but make no changes or alterations in the system as planned without the prior authorization and approval of the Owner. 3.02 EXCAVATION AND BACKFILL A. Pipe in trenches "snaked" slightly allowing for expansion and contraction of PVC pipe. B. Trench bottoms with uniform slopes 1/2% standard minimum grade. C. Keep subsoils and construction gravel separate from topsoil. D. Allow for minimum cover depths as follows: 1. All supply lines from water source to control valves or NEW PARK AT NE 3rd COURT AND UNION AVE NE 02810-6 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02810 PAGE 7 IRRIGATION SYSTEM quick-coupling valves: 24 inches except as otherwise indicated. 2. All lines from control valves to sprinkler head: 18 inches except as otherwise specified. E. Provide trench of sufficient width to allow for proper tamping around pipe. F. Backfill any excess excavation with suitable material, free of rock or other materials that may damage pipe. Place material in maximum 4 inch lifts (loose measurements) and compact to the dry density of adjacent undisturbed soil. G. Provide bell holes to insure support of the pipe over its entire length. H. Bottom of trenches shall be smooth and free of rock and other objects that may damage pipe. I. Backfill to subgrade, allowing for topsoil, place Backfill carefully around and over piping, removing rock or other material that may damage pipe. Compact thoroughly. J. Fill piping with water at approximately 25 psi during backfilling operation. K. Where backfill contains excessive rock and other material that may damage pipe, or in the opinion of Architect excavated material is not suitable for Backfill, use sand acceptable to Architect. 1. Place sand around and under pipe and to a minimum depth of 4 inches over the pipe. 2. Excavated material may be used for remainder of backfill. 3. Maintain required topsoil depth. L. Backfill over fittings only after system has been tested and test accepted. 3.03 INSTALLATION A. Control Valves: 1. Install automatic control valves as detailed on drawings. 2. Provide 2 PVC schedule 80 unions at each automatic control valve,with ball valve on upstream side of each valve. 3. Provide automatic control valve box with extensions as required for each automatic control valve. Set top of box flush with finish mulch grade. NEW PARK AT NE 3''COURT AND UNION.AVE NE 02810-7 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02810 PAGE 8 B. Sprinkler Heads: IRRIGATION SYSTEM 1. Install sprinkler heads of types, sizes and coverage called for in the Sprinkler Head Key at locations shown and as indicated on Drawings or as otherwise directed by Engineer/Owner. C. Pipe: 1. Lay in accordance with manufacturer's recommendations and industry standards. 2. Solvent welded PVC pipe joints, except as otherwise indicated. Cut pipe square with cutting tool, chamfer deburr, wipe from the surface all chips, dust, dirt, moisture and foreign matter which may contaminate the cemented joint. Apply primer and solvent cement, make joints in accordance with ASTM D2855. Wipe off excess cement. 3. At all swing or swivel marlex joints, provide a leak resistant joint with freedom of movement. 4. Use Teflon thread sealant (tape or liquid) or Rectorseal No. 5 at all threaded joints, male threads only; except marlex. 5. Brass/ Copper piping: Brass pipe shall be installed in accordance with local plumbing codes and as shown on the drawings. Clean out threads of standard lengths, not more than two threads showing at joints. Make joints up with pipe compound applied to male threads only. 6. All pipe trenches shall be excavated in straight line direction, no bends or sweeps are permitted except where piping changes direction. D. Control Wiring: 1. Lay wiring next to supply or branch lines when practicable, for maximum protection. 2. Single wires (red) to each solenoid from control and common neutral wire (white) to all solenoids from the control. Spare wire (yellow) to loop all valves from control. Provide 1 spare wire for every five valves. 3. Wire sizes shall meet minimum requirements published by manufacturer of automatic control valves installed. Minimum size, 14 gauge. 4. Make all splices moisture proof using specified electrical connectors. 5. Bundle wires together and wrap with electrical tape or PVC ties at 10'-12' NEW PARK AT NE Yd COURT AND UNION AVE NE 02810-8 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 02810 PAGE 9 intervals. IRRIGATION SYSTEM E. Automatic Controllers: 1. Electrical wiring shall be installed according to local electrical code. The cost of all electrical work necessary to make the automatic equipment operate properly shall be included in this contract. 2. A 15-amp circuit breaker is to be installed for electrical connection to controllers utilizing existing electrical service. 3. Controller to be installed in the restroom as noted on plan. 4. All interior wiring to be in approved metal conduit. F. Irrigation Booster Pump: I. Install per Manufacturer's recommendations and as shown on the drawings. 2. Coordinate pump installation with electrical work. G. Master Valve: 1. Install per Manufacturer's recommendations and as shown on the drawings. 2. Coordinate wiring with controller equipment. H. Flow Sensor: 3. Install per Manufacturer's recommendations and as shown on the drawings. 4. Coordinate wiring with controller equipment. 3.04 FLUSHING A. After all piping and risers are installed and connected, and prior to installation of sprinkler heads, thoroughly flush piping system under a full head of water for a minimum of five minutes through the furthermost riser. B. Protect against re-entry of contaminated water into risers or piping. C. After flushing, immediately install cap risers until sprinkler heads are installed. 3.05 PRESSURE TESTING A. Notify Engineer/Owner at least 72 hours prior to test. NEW PARK AT NE 3'd COURT AND UNION AVE NE 02810-9 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02810 PAGE 10 IRRIGATION SYSTEM B. Conduct test in presence of Engineer/Owner. C. Subject all mainline pressure piping and fittings to a hydrostatic pressure test of 150 psi for a minimum period of thirty minutes. Loss of pressure must not exceed 5 PSI in thirty minutes. To test laterals purge all air from laterals and cap all risers. Open valves and bring system to line pressure. Lateral lines will be inspected visually only in dry weather. Lines which evidence visible leakage shall be rejected. D. Leaks and/or imperfections developing under said pressure shall be remedied by the Contractor before final acceptance. E. The Contractor shall provide all necessary equipment and shall perform all work connected with the test. F. Insofar as practical, test shall be made with valves and risers exposed for inspection. G. The Contractor shall perform all tests to satisfactory results prior to requesting test review by the Engineer/Owner. E. Final inspection and coverage check: 1. Prior to request for final inspection by Engineer/Owner, accomplish the following: a. Complete all work including balancing and adjusting the system to provide optimum coverage some over throw onto paved surfaces is acceptable as shown the drawings. b. Complete all wiring, adjustments to the controller and set time sequences for each valve. c. Backfill all trenches. 2. Coverage check: Operate each zone of the system for a minimum of 5 minutes for each zone for the Owner's inspection. Make all adjustments to heads to meet coverage requirements. 3.06 CLEANUP A. Keep premises reasonably free from accumulation of debris. B. On completion of each division of work, remove all debris, equipment and surplus materials and leave the project site in a neat and orderly fashion. END OF SECTION NEW PARK AT NE 3a COURT AND UNION AVE NE 02810-10 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02930 PAGE 1 LAWN PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Work to include seeding as noted on drawings and the repair of lawn where damage may occur during construction. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Soil Preparation- Section 02920 1.03 QUALITY ASSURANCE A. All seed shall conform to the requirements of Washington State Seed Law and when applicable the Federal Seed Act and shall be "certified" grade or better. 1.04 SUBMITTALS A. Submit seed vendor's certification for required grass seed mixture, indicating percentage by weight and percentages of purity, germination and weed seed for each grass species. 1.04 Delivery, Storage and Handling A. Deliver seed and fertilizer materials in original unopened containers showing weight, analysis, and name of manufacturer. Store in a manner to prevent wetting and deterioration. 1.05 Project Conditions A. Restrict traffic from lawn areas until grass is established. Erect signs and barriers as required. 1.03 TIME A. Place seed during periods which are normal for such work as determined by the season, weather conditions, and accepted practice. 1.06 WARRANTY Provide a uniform stand of grass. Reseed areas that fail to provide a uniform stand of grass with specified materials until all affected areas are accepted by the Engineer. NEW PARK AT NE 3rd COURT AND UNION AVE NE 02930-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02930 PAGE 2 LAWN PART 2 - PRODUCTS 2.01 SEEDED LAWN A. Seed mix shall be 98%pure with a pre-tested germination rate of 80%. B. Seed mix shall be composed of 68% Perennial Ryegrass,16% Creeping Red Fescue and 16% Tall Fescue. Apply at a rate of 51bs. per 1000 sq. $. 1. Turf-type perennial rye grasses—equal blend of: Blazer H Dasher H Fiesta H 2. Creeping Red Fescue Pennlawn 3. Tall Fescue Monarch 2.02 HYDROMULCH A. Mulch shall be wood cellulose fiber from Alder, containing no growth or germination inhibiting substances; Hydroseeding tacking agent: Guargum tackifier, apply at a rate of 40# per acre.; mulch shall be dyed suitable color to facilitate placement. Apply at 2000#per acre. 2.03 FERTILIZERS A. Brands meeting requirements of applicable State fertilizer laws. Uniform in composition, dry and free flowing. B. Deliver to the site in original unopened containers, each bearing manufacturer's guaranteed analysis. C. Seed Fertilizer: Commercial mix formula, 10-20-20 with 50 percent of slow release nitrogen and ammonium nitrate 33-0-0. D. Description: Fertilizer shall meet the following specifications: Total Nitrogen(N) 14.0% 6.2%Ammoniacal Nitrogen 1.3%Urea Nitrogen 3.0 Slow Release Urea Nitrogen 2.0 Slowly Available Water Soluble Nitrogen NEW PARK AT NE P COURT AND UNION AVE NE 02930-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02930 PAGE 3 LAWN 1.5% Water Insoluble Nitrogen Available Phosphoric Acid(P�05) 18.0% Soluble Potash(K) 12.0% Calcium(Ca) 2.0% Sulfur(S) 6.0% Boron(B) 0.03% Iron(Fe) 0.40% Manganese(Mn) 0.07% Molybdenum (Mo) 0.001% Zinc (Zn) 0.07% E. Acceptable Sources: 1. Lilly Miller- Pro Ornamental H 2. Other approved equal PART 3 -EXECUTION 3.02 SEEDED LAWN A. Preparation: Loosen topsoil to depth of 4",remove stones over I", sticks, roots, rubbish, and extraneous matter. Grade lawn areas to a smooth even surface. Roll, rake, remove ridges, and fill depressions as required to drain. Continue to rake and roll until ridges and dips are eliminated and lawn has a smooth finely graded appearance. Engineer/Owner to approve finished soil preparation prior to seeding operation. Provide 24 hour notice for inspection. B. All seeded areas shall be hydroseeded (or hand seeded, if re-seeding is necessary), as specified at rates indicated under products. Verify extent and location of seeded areas with Engineer. C. Apply fertilizer at a rate of 1 lb. of actual nitrogen per 1000 sq. ft. Apply fertilizer by mechanical rotary or drop type distributor, thoroughly and evenly incorporated with soil to a depth of 3". D. Perform seeding operations when the soil is dry and when winds do not exceed 5 miles per hour velocity. E. All seeded areas that do not show a prompt catch of grass, within 7 to 10 days after seeding, shall be reseeded (as originally specified) at ten-day intervals until an acceptable stand of grass is assured. F. Seed areas shall be hydroseeded with hydromulch, fertilizer, tacking agent and moisture retention agent applied at rates specified in section 2.01 - B. NEW PARK AT NE Yd COURT AND UNION AVE NE 02930-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02930 PAGE 4 LAWN G. If required for re-seeding hand seeded areas shall be top dressed after seeding with 1/4" to 1/2" Growco for mulch. H. All seeded areas shall be thoroughly watered and kept continuously moist as deemed necessary to insure germination and an acceptable stand of grass. 3.04 MAINTENANCE A. Maintenance of seeded lawn: 1. Protect and maintain by watering (provide constant moisture to a depth of (8) inches), mowing, reseeding, weeding and repairing as required to establish thick, weed free, uniform stand of grass. 2. Mow all seeded areas once every two weeks during the growing season, as directed. Confirm mowing dates with Engineer. END OF SECTION NEW PARK AT NE 3''COURT AND UNION AVE NE 02930-4 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 1 LANDSCAPING PART I- GENERAL 1.01 WORK DESCRIPTION A. Provide and install trees, shrubs, and ground cover as shown and specified. The work includes the following: A. Plant procurement and planting. B. Providing soil preparation. C. Mulch and fertilizer. D. Seeding. E. Plant maintenance. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 02810-Irrigation System B. Section 02930-Lawn C. Section 02200-Earthwork 1.03 INSPECTION OF PLANT MATERIALS A. All plant material will be inspected by the Engineer before being planted and all plant material not meeting specification requirements will be rejected and separated from acceptable plant materials. B. Contractor shall at his own expense replace rejected trees, shrubs, and groundcovers with suitable plant material of same species and/or variety that meet specification requirements. 1.04 SUBMITTALS A. Submit within twenty(20) days after contract date a list of all plant material and seed mixes indicating source of supply, order invoice, size and quantity for each species or variety procured, seed mix weight by species and planting fertilizer total weight. B. Submit within seven (7) days prior to delivery to site a two-pound material sample of mulch, topsoil and organic soil amendments. C. Inspection certificates: 1. All plant material shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestation. 2. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Architect. NEW PARK AT NE P COURT AND UNION AVE NE 02950-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02950 PAGE 2 LANDSCAPING D. Test Reports Test both on-site topsoil and imported soils for material content and moisture content by weight by certified agricultural chemist. If soil does not meet criteria established by chemist for growth of healthy plants, contractor is to submit a program of additional amendments based on recommendations of agricultural chemist. Include cost of tests and soil sampling at locations in the bid price. Engineer will select test locations. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Protection and storage of material: I. Dig, pack, transport and handle plants with care to ensure protection against injury. Protect plant materials during storage and when planting from extreme weather conditions, wind drying of roots and root ball injury. If plants cannot be planted immediately upon delivery, properly heel-in rootball with soil, or compost. Water heeled- in plants daily. 2. Failure to comply with plant care as noted above may result in the rejection of materials. Plant material showing damage from shipping or while in storage or during planting may be rejected by the Engineer and shall be replaced by the Contractor at his own expense. 3. Cover plants transported on open vehicle with a protective covering to prevent windburn. Antidesicant shall be applied only with the approval of the architect. No plant shall be bound with rope or wire in a manner that could damage or break branches. Provide dry, loose soils for planting. Frozen or muddy soil is not acceptable. Stock shall be handled by root ball only, not by the trunks, stem, or tops. B. Deliver fertilizer materials in original unopened containers showing weight, analysis, and name of manufacture. Store materials in dry place and protect from deterioration and intrusion of moisture. 1.06 PROJECT CONDITIONS A. Work notification: Notify Engineer at least seven (7) working days prior to installation of plant material. B. Protect existing utilities, paving, and other facilities from damage caused by planting operations. Confine work to designated areas. C. Plant trees, shrubs and groundcovers, only during periods, which are normal for such work as determined by the season, weather conditions, and accepted practice. Do not install plant materials when ambient temperatures may drop below 35 degrees F or above 80 degrees F. Do not install plants when wind velocity exceeds thirty(30) MPH. NEW PARK AT NE Yd COURT AND UNION AVE NE 02950-2 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 3 LANDSCAPING D. Coordinate planting work with installation of irrigation system and soil preparation. 1.07 GUARANTEE A. Plant material guarantee: I. Guarantee all plant material to remain alive and be in healthy, vigorous condition for a period of one (1) year after the project's Physical Completion date. Inspection of plants will be made by the Engineer at the completion of planting. 2. Guarantee shall not include damage of loss of trees, shrubs, or ground covers caused by fire, floods, freezing rains, lightning storms, winds over seventy-five (75) MPH, or acts of vandalism or negligence on part of the Owner or others. B. Plant material replacement: 1. Replace, in accordance with the drawings and specifications, all plants that are dead or, as determined by the Engineer, are in an unhealthy or unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Contractor's negligence. The cost of such replacements is at the Contractor's expense. All replacement plants shall be guaranteed for one (1) year after installation, unless otherwise specified. 2. Remove and immediately replace all plants, as determined by the Engineer, to be unsatisfactory during the initial planting installation. PART 2 - PRODUCTS 2.01 PLAINT MATERIALS A. Genera, species, and variety; quantity, size and conditions shall be as indicated on the Drawings and Plant Material Listing. B. Plant material shall be healthy nursery stock, well-branched, full foliage when in leaf, free from disease, injury, insects, all weeds, and weed roots. Tree groups shall be matched in appearance and form. C. Meet requirements of USA Standard for Nursery Stock, A60.1-1969 ANSI published by the American Nursery Association except as otherwise supplemented or modified under this Section. D. Balled and burlapped (B&B) stock shall have a natural root ball sufficient to insure survival and healthy growth. E. Bare root stock shall have a root system sufficient to insure survival and healthy growth. NEW PARK AT NE 3rd COURT AND UNION AVE NE 02950-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02950 PAGE 4 LANDSCAPING F. Potted and container stock well rooted, vigorous enough to insure survival and healthy growth. G. Container plants shall have grown therein a minimum of six months and a maximum of two years, with roots filling the containers but not showing evidence of being or having been root bound. H. All grafts or budding on trees shall be at ground level except higher grafts of budding with compatible trunk and branch growth characteristics may be approved by the Architect. I. All collected native plant material shall be nursery grown for a minimum of one year unless otherwise approved by the Engineer in writing. J. Trees: Provide untapped, straight, single leader trees except for multiple stem (clump) trees. Deciduous trees with heavier than normal tops and balanced branching. K. Plant materials shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions, evidence of improper pruning and other objectionable disfigurements. L. Trees and shrubs shall have well developed branch systems; shrubs full foliage, not leggy. M. Thin, weak, and leggy plants will be rejected by the Engineer. N. One plant of each group or massing of plants shall be properly tagged giving the common and botanical plant name. Plant names to be legibly printed on bright orange or yellow survey tape with a permanent marker. 2.01 SANDY SOIL (BASE SAND) A. This material is to be used in the Multi Use Playfield areas as shown in the Drawings. B. Ratio of mix shall be 75% sand and 25% compost by compacted volume. C. The sand material is to meet the following gradation requirements: Sieve Size % Passing No. 4 100 No. 16 85 - 100 No. 30 50 - 70 No. 60 10 - 30 No. 100 3 - 10 No. 200 (wet sieve) 0 - 2 No. 270 (wet sieve) 0 - 1 NEW PARK AT NE Yd COURT AND UNION AVE NE 02950-4 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 5 LANDSCAPING Organic: The material shall be compost. Material to be created 100% from recycled yard and garden organic sources..Composting and curing to be a minimum time period of three (3) months. Processing to include weekly turning on a covered non-soil surface with introduction of positive air flow circulation. Material to be screened to a maximum particle size of 5/16" inches in any direction. Non-organic material shall not exceed 20% by volume. Material to meet Grade AA compost requirements as defined in Washington State Department of Ecology Guidelines for Compost Quality. Soil test reports are to be furnished to the Engineer within 10 days prior to mixing to verify that the compost has major and minor nutrients incorporated and that the pH is below 7. Ammonium ppm shall not exceed 500 meq. The material shall be Prep Compost or approved equal. Contact Walrath Soil Tech Inc. 253-531-7499. B. The Playfield Soil Mix shall have a Saturation Extract Conductivity of less than 4.0 dS/m @ 25 degrees C. as determined in a saturation extract. Use the following table to determine the maximum allowable ECe (dS/m of saturation extract) of com ost at the desired use rate. Desired Use Rate Salinity(ECe) of On-Site Soil Cu. Yds. Amendment per Volume 3 dS/m 2 dS/m 1 dS/m 1000 sq. -t. for Percentage of incorporation to 6" soil Amendment d22th Maximum ECe of Compost 1 5 14 28 42 2 11 7 14 21 3 16 5 9.5 14 4 22 3.5 7 10.5 I 5 27 3 5.5 8.5 6 32 2.5 4.5 7 C. The Playfield Soil Mix shall also have the following characteristics: 1. The pH range shall be from 5.5 to 7.5. 2. The Sodium Adsorption Ratio shall be less than 6.0. 3. The Saturation Extract Concentration of Boron shall be less than Loppm. 4. The Water Percolation/infiltration Rate of the disturbed soil sample shall be a minimum of 0.4 inches per hour. 5. The Soil Structure shall be loose, friable, and not subject to consolidation or compaction. 6. The soil mix shall contain less than 100 plant parasitic nematodes per 100 cc of soil. 7. The soil mix shall be relatively free of soil-borne plant pathogens. 8. Minimal weed seed shall be present, based on germination NEW PARK AT NE 3'd COURT AND UNION AVE NE 02950-5 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 6 LANDSCAPING testing of a representative sample. 9. Non-soil components shall be less than 1%by volume (i.e. plastic, sticks, glass, etc.). D. The Final Playfield Soil Mix shall contain sufficient quantities of available nitrogen, phosphorus, potassium, calcium, magnesium, sulfate, copper, zinc, manganese, iron, and boron to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials prior to planting G.The Contractor shall submit soil analysis results from soils testing laboratory to the Engineer. Indicate source and obtain the Engineer's approval before hauling to site (an analysis test of a two (2) pound bag sample is required). H.Acceptable Sources: 1. Astec, LLC, Bellevue, WA 2. Cedar Grove Compost Company, Maple Valley, WA 3. Northwest Cascade, Puyallup, WA 4. Pacific Topsoils, Inc., Everett, WA 5. Other approved equal: C. (For other available sources, refer to the current edition of the "Directory of Recycled Content Building and Construction Products" as published by the Clean Washington Center, Department of Trade and Economic Development, 2001 Sixth Avenue, Suite 2700, Seattle, Washington 98121 - Phone Number(206) 464-7040). D. The sand and compost materials shall be uniformly blended off site to a homogenous mixture. The blending procedure and finished mix must be approved by the Engineer. Foreign material such as soil or other extraneous material will not be permitted in the mix. The mixing shall not be conducted on a soil surface. E. The blended compost material when compacted shall have a minimum infiltration rate of 10 inches per hour. The infiltration rate shall be measured with a maximum of 1 inch of water depth (head) above the surface of the materials. 2.02 SOIL AND SOIL AMENDMENTS A. Stripped On-Site Soil: strip and stockpile clean on-site topsoil and subsoil. Stockpiled site subsoil shall be only well drained material consisting of slightly gravelly sand with minor amounts of silt and shall be specifically for use within the Multi-Use Playfield area. Remove all vegetation including roots prior to stripping. Test soils per section 1.04 D. Dewater soil, as needed,prior to testing and placement. B. Planting Soil: Two-way topsoil consisting of 2/3 sandy loam, 1/3 composted organic material. Shall consist of 67% sandy loam and 33%composted organic material by volume. The soil shall meet the following requirements: 1. Soil shall be sandy loam or loamy sand consisting largely of sand, but with NEW PARK AT NE 3rd COURT AND UNION AVE NE 02950-6 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02950 PAGE 7 LANDSCAPING enough silt and clay present to give it a small amount of stability. Individual sand grains can be seen and felt readily. On squeezing in the hand when dry, it shall fall apart when the pressure is released; on squeezing when moist, it shall form a cast that will not only hold its shape when the pressure is released,but shall withstand careful handling without breaking. The mixed soil shall meet the following: Screen Size Percent Retained Percent Passing 1/4 inch 5% 95% #10 15 85 #30 50 50 #60 60 40 #100 80 20 #200 90 10 2. Shall have a ph range of 5.0 - 6.5 with dolomitic limestone added as necessary to attain this range (pH determined by soil test). 3. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content, as specified below. 4. Submit soil analysis from a soils testing laboratory to the Engineer. Indicate source and obtain the Engineer's approval before hauling to site (analysis test with a 2 pound bag sample is required). Contractor shall pay for testing. 5. Material to meet Grade AA compost requirements as defined in Washington State Department of Ecology Guidelines for Compost Quality. Soil test reports are to be furnished to the Engineer within 10 days prior to mixing to verify that the compost has major and minor nutrients incorporated and that the pH is below 7. 6. Acceptable Sources: a. Cedar Grove Compost Company, Maple Valley, WA b. Northwest Cascade, Puyallup. WA C. Lloyds Sand and Gravel, Federal Way, WA d. Other approved equal. (For other available sources refer to the current edition of "Directory of Recycled Content Building and Construction Products" as published by the Clean Washington Center, Department of Trade and Economic Development, 2001 Sixth Avenue, Suite 2700, Seattle, Washington 98121 -Phone Number (206)464-7040). NEW PARK AT NE Yd COURT AND UNION AVE NE 02950-7 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 8 LANDSCAPING C. Organic Material: 1. Compost shall consist of 100%recycled content. In addition, the organic material shall have the following physical characteristics: a) Shall be screened using a sieve no finer than 5/16 inch and no greater than 7/16 inch. b) Shall pass a standard cress test for seed germination (90% ination compared to standard). c) Shall have a pH from 5.5 to 7.5. d) Shall have a maximum electrical conductivity of 3.0 ohms/cm. e) Shall have a maximum carbon to nitrogen ratio of 40:1. Shall be certified by the Process to Further Reduce Pathogens FR guidelines for hot composting as established by the United States Environmental Protection Agenc}2. Submittals: Contractor shall notify owner of the source of supply and provide a two (2) pound sample for approval before installation. 2.03 SEED MIX 1. As specified in Section 2930. 2.04 WATER A. Suitable for irrigation, free from ingredients harmful to plant life. 2.05 FERTILIZER AND ADDITIVES A. Tree, shrub, and groundcover shall be fertilized with: 1. Fertilizer: Triple 14 (14-14-14) slow release pellet form fertilizer. 2. Moisture Retention Agent: Terra-Sorb or approved equal. Apply per manufacturer's specifications for all plantings. B. Seeded Areas: 1. As specified in Section 2930 Lawn 2.06 BARK MULCH A. Description: Ground fir or hemlock bark, free from noxious weed seeds, sawdust, splinters or other debris. Bark mulch shall not contain foreign material, chemicals and substances detrimental to plant life, including resin, tannin, wood fiber, or other compounds. B. Ground Fir and/or Hemlock bark shall meet the following gradation requirements for quality assurance. Percent Passing Sieve Sizes NEW PARK AT NE PCOURT AND UNION AVE NE 02950-8 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 9 LANDSCAPING 95%-100% 1/4 inch 80%-100% No. 8 0%- 80% No. 35 PART 3 -EXECUTION 3.01 INSPECTION A. Finish grading shall be inspected and approved by the Engineer prior to planting. Verify that planting bed grades and layout are in accordance with those indicated on the Project Grading and Drainage, and Layout Drawings before proceeding with Work. B. Plant material shall be inspected and approved by the Engineer at the nursery or project site prior to installation. Remove unsatisfactory material from the site immediately. C. Soil conditions: 1. Examine planting areas for conditions that will adversely affect execution, permanence, and quality of work and survival of plant material. 2. Planting work shall not begin until soil and planting conditions are satisfactory, and have been approved by the Engineer. 3.02 PREPARATION A. Contractor shall locate plants by staking with stakes and flags as indicated on the Drawings or as approved by layout of plants in the field. If obstructions are encountered that are not shown on the drawings, do not proceed until alternate locations have been selected by the Engineer. 3.03 SOIL PREPARATION A. Verify that planting bed, and substrate grades are in accordance with those indicated on the Project Grading and Drainage Drawings before proceeding with Work. Verify that soil conditions are satisfactory for construction. 1. Examine planting areas for conditions that will adversely affect execution, permanence, and quality of work and survival of plant material. 2. Planting work shall not begin until soil and planting conditions are satisfactory. B. Prepare soil in planting and seed areas per drawings. 1. Tree, Shrub, Lawn areas outside MultiUse Playfield areas and Groundcover Bed: NEW PARK AT NE 3rd COURT AND UNION AVE NE 02950-9 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 02950 PAGE 10 LANDSCAPING Place three (3) inches of planting soil and till to a depth of eight (8) inches. 2. Pit planting backfill material: Planting soil as specified. 3. Rake and remove all material larger than 1" diameter for planting areas. C. Prepare soil in Multi-Use Playfield area as follows: 1. After subgrade work is completed and approved by the Engineer, place 4"of Sandy Soil mix material and till to a depth of eight inches. 2. Water settle and roll to achieve consolidated settled depth. 3. Add material as necessary to achieve finish grade. 4. Apply moisture as necessary to settle for stabilization. 5. Finish grade tolerance is+0.10' and-0.00'relative to grading plan. All fine grading shall be performed utilizing a laser plane system with slope control. 6. In all areas, constant relative surface slope is to be maintained. 7. Upon completion of the fine grading of the top mix sand, the Contractor shall notify the Engineer and schedule an inspection for approval. The Contractor shall have a laser plane system with slope control available to the Engineer for the inspections. 3.04 INSTALLATION A. Excavate circular plant pits with scarified vertical sides, except for plants specifically indicated to be planted in beds. Planting pits shall be saucer-shaped and three times the diameter of the plants rootball. Pits shall be no deeper than the depth of the rootball and no more than one to two inches higher. Depth of pit shall accommodate the entire root system. Scarify the bottom and sides of the pit to a depth of four inches. B. Place specified planting soil for use around the balls and roots of the plants. C. Locate the topmost fibrous roots of trees/shrubs and plant so the topmost fibrous roots are slightly below grade. Set plants upright, plumb, and faced to give the best appearance or relationship to each other or adjacent structure. Set crown of plant material at the finish grade. No filling will be permitted around trunks or stems or above grafts on grafted trees. Backfill the pit with specified soil. Do not use frozen or muddy mixtures for backfilling. D. After balled and burlapped plants are set, water in soil mixture around bases of balls and fill all voids. NEW PARK AT NE 3'd COURT AND UNION AVE NE 02950-10 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02950 PAGE 11 LANDSCAPING 1. Remove all burlap, or plastic wrapping materials, twine, and wires, and wire baskets from root balls. Remove all tags, ribbons, string or other attachments from the above ground portion of plants. 2. If burlap has been chemically treated (having a green color), remove from the planting pit, without disturbing or breaking up rootball. E. Space ground cover plants using triangular spacing in accordance with indicated dimensions. Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. Plant to within six feet of the trunks of trees, within eighteen inches (18") of shrubs within planting bed and to within twelve inches (12") of edge of bed. F. Spread and arrange roots of bare-rooted plants in their natural position. Work in specified planting soil. Do not mat roots together. Cut all broken and frayed roots before backfilling with remaining specified planting soil. G. Bark Mulch: Cover shrub and groundcover planting beds with a 3-inch layer of bark mulch within two days after planting. Provide continuous coverage for entire tree and shrub bed areas. Apply evenly, keeping all plant material free from coverage. Provide a minimum of 36" diameter mulch ring around each tree and shrub. Place mulch adjacent to wood chip path a maximum of five feet from edge of path to cover all disturbed areas due to path construction. Place mulch adjacent to asphalt path edge in wooded area, as shown on plans, a maximum of five feet from edge to cover all disturbed areas due to path construction. H. Pruning: Prune all trees only to remove broken or damaged branches, or for aesthetic purposes as directed by the Engineer. Branches will be pruned at the branch collar. Neither stubs nor flush cuts will be acceptable. Pruning to be done by a competent certified licensed arborist. I. Critical Planting Dates: 1. All seeding to be completed during growing season. Seeding can take place from March 1st through September 15th. 2. Bare root material can take place between December 1st and April 30th. J. Planting Bed Grades: 1. Establish finish grades and slopes in accordance with finish grades indicated on project grading drawings as specified. 2. Establish grades 1-1/2 to 2 inches below bordering paving, curbs, walls, drains, etc., immediately adjacent to same before application of mulch. NEW PARK AT NE 3rd COURT AND UNION AVE NE 02950-11 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02950 PAGE 12 LANDSCAPING 3.05 SEED INSTALLATION As specified in Section 02930 Lawn. 3.06 MAINTENANCE A. Protect, maintain, and replace in kind as necessary, plantings for two years following Physical Completion of the work. 1. Maintain a log of maintenance activities identifying time and date of maintenance visits, tasks performed, and any maintenance problems or concerns. Submit log monthly and with all maintenance pay requests to Engineer. Identify anticipated number of maintenance visits for up-coming month. B. Maintenance shall include cultivating, replanting at the 1-year guarantee, watering, seasonal mowing, pruning (only as directed), and application of appropriate insecticides and fungicides necessary to maintain plants free of insects and disease. 1. Re-set settled plants to proper grade and position. Restore planting saucer and adjacent material and remove dead material. 2. Correct defective work as soon as possible after deficiencies become apparent and weather and season permit. I Water trees, plants, and ground cover beds within the first twenty-four(24) hours of initial planting. Water twice per week, including rain, during the dry season, which is approximately June through September, and water once per week, including rain, during the wet season, until final acceptance. 3.07 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the Engineer, upon Contractor's request. Provide notification at least ten (10) working days before requested inspection date. 1. Planted areas will be accepted provided all requirements, including the maintenance period have been complied with and plant materials are alive and in a healthy, vigorous condition. B. Upon acceptance of maintenance period work, the Department of Parks and Recreation will assume plant maintenance. 3.08 CLEANING NEW PARK AT NE Yd COURT AND UNION AVE NE 02950-12 s NEW PARK AT NE P COURT AND UNION AVE NE SECTION 02950 PAGE 13 LANDSCAPING Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, soil, debris, and equipment. Repair damage resulting from planting operations. END OF SECTION 02950 NEW PARK AT NE Yd COURT AND UNION AVE NE 02950-13 NEW PARK AT NE 3'd COURT AND UNION AVE NE SECTION 02990 PAGE 1 PART 1- GENERAL SITE FURNISHINGS 1.01 DESCRIPTION A. Work Included: Provide all labor, materials and equipment to furnish and install the following: 1. Benches. 2. Trash Receptacles. 3, Bike Racks. 4. Removable Bollard. 5. Picnic Table 6. BBQ Grill 8. Basketball Goal 9. Distance Marker Sign 10. ADA Accessible Sign 11. Load/Unload Sign 12. Baseball Backstop 13. Swing Arm Gate 1.02 RELATED SECTIONS Section 03300 - Cast-In-Place Concrete 1.03 QUALITY ASSURANCE Manufacturer's Instructions: Adhere to manufacturer's instructions for product handling, installation and operations. 1.04 SUBMITTALS Submit the following for all products: 1. Manufacturer's product data. 2. Manufacturer's installation instructions. PART 2- PRODUCTS 2.01 GENERAL Comply with Specifications and manufacturer's data. Where these may be in conflict, the more stringent requirements govern. 2.02 BENCH A. Wabash Valley Estate Series—Model#ES420(R)—6' with Ribbed Pattern. Install per Manufacturer's recommendation. Color Black. Bolt in place as shown on the NEW PARK AT NE 3'COURT AND UNION AVE NE 02990-1 NEW PARK AT NE 3�d COURT AND UNION AVE NE SECTION 02990 PAGE 2 SITE FURNISHINGS drawings. 2.03 TRASH RECEPTACLES A. Wabash Valley Standard Receptacle—Model #LR300—6' and 4' with Rib Pattern. Bolt in place as shown on the drawings. Install per Manufacturer's recommendation. Color Black . B. Wabash Valley Model 4DT100. Dome Top Lid. 14 lbs. Black. 2.04 BICYCLE RACK A. Playworld Loop Bike Rack—Model# ZZXX1353 In Ground, or approved equal.—Place as shown on the drawings. Install per Manufacturer's recommendation. Color: Galvanized Steel. 2.05 REMOVABLE BOLLARD A. Provide removable bollard as shown on the drawings as manufactured by Seidelhuber Iron and Bronze Works Inc. Contact # (206)-767-4321 4009 7`' Avenue South, Seattle Washington 98108 2.06 PICNIC TABLE A. Wabash Valley Signature Series—Model# SGI 15 —(ADA Accessible Table) with Diamond Pattern. Bolt in place as shown on the drawings. Install per Manufacturer's recommendation. Color Black. B. Wabash Valley Signature Series Model #SG111. 8' Picnic Table-2 3/8" O.D. Frame. Diamond Pattern. Bolt in place as shown on the drawings. Install per Manufacturer's recommendation. Color Black. 2.07 BBQ GRILL A. Playworld Deluxe Park Grill- Model#ZZXX1451 Permanent—Place as shown on the drawings. Install per Manufacturer's recommendation. Color: Black 2.08 BASKETBALL GOAL A. Bison Basketball goal PR-74 Package as supplied by Ivary Enterprises —Ensure pole is has 72" Playground Pole for safe play area. Contact John Ivary— 1-888-305-0504 7472 Cedarwood Place Ferndale, WA 98248 2.09. ADA ACCESSIBLE SIGN Furnish and install as shown in the drawings. NEW PARK AT NE PCOURT AND UNION AVE NE 02990-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02990 PAGE 3 2.10. LOAD/UNLOAD SIGN SITE FURNISHINGS Furnish and install as shown in the drawings. 2.11 DISTANCE MARKER SIGN Basalt stone column, approximate size: 12"x12" square bollard, 4' height, as supplied by Marenokos or approved equal. Installed as shown on the drawings. 2.12 BASEBALL BACKSTOP A. LASteelcraft 35T Series Baseball Backstop. Model# 1035T. Installed per manufacturer's recommendations. As supplied by Ivary Enterprises Contact John Ivary— 1-888-305-0504 7472 Cedarwood Place Ferndale, WA 98248 2.13 SWING ARM GATE Provide Swing Arm Gate (Double Gate Assembly) of the dimensions and size shown on the plans as manufactured by Seidelhuber Iron and Bronze Works Inc. Contact#(206)-767-4321 40097 1h Avenue South, Seattle Washington 98108. Install as shown on the drawings. Gate posts will be 6" O.D. Sch. 40 Galvanized Pipe Gate Framework: 1. Top rail: 3 1/2" O.D. Sch. 40 Galvanized Pipe 2. Horizontal: - 3 1/2" O.D. Sch. 40 Galvanized Pipe 3. Vertical: 3 1/2.D. Sch. 40 Galvanized Pipe B. Hardware: 180° Commercial Hinges Slide Plate w/Plate Latch that accepts Pad Lock 2.14 INSTALLATION MATERIALS Other materials required for product installation that may not be supplied or shipped by the manufacturer or otherwise specified for fabricated items include the following: A. Concrete for Direct Burial Footing: Concrete for direct burial post footings shall conform to the Section 02500 Sitework Concrete. B. Anchoring Devices for Bolt-Down, surface Installation: Where the manufacturer does not provide a specification for anchoring, use only approved stainless steel wedge anchors as follows: 1. Size to the largest standard diameter that the manufacturer's pre-made hole will accommodate without force, typically 5/8" 2. Size to '/4 of the actual depth of concrete to support the installation. Use 2 '/4" NEW PARK AT NE Yd COURT AND UNION AVE NE 02990-3 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 02990 PAGE 4 length on standard concrete flatwork. SITE FURNISHINGS PART 3- EXECUTION 3.01 EXAMINATION Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 INSTALLATION A. Install all equipment in accordance with Specifications, Drawings and manufacturer's directions. Where these may be in conflict, the more stringent requirements govern. END OF SECTION 02990 NEW PARK AT NE 3'd COURT AND UNION AVE NE 02990-4 DIVISION 3 - CONCRETE NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 03100 PAGE 1 CONCRETE FORMWORK PART 1- GENERAL 1.01 DESCRIPTION Design and construct all formwork systems to provide only those lines and delineations indicated, unless otherwise approve by the Owner, construct formwork to allow erection in proper sequence and to permit removal without damage to the finished concrete surfaces. Construct all formwork to the shapes, lines and dimensions of concrete members with specified tolerances. 1.02 REGULATIONS Conform to requirements of Seattle Building Code for concrete, as supplemented and modified herein. 1.03 REFERENCE STANDARDS Conform to requirements of the following Reference Standards as the Architect judges them applicable and as modified and supplemented herein. A. ACI Specifications for Structural Concrete for Buildings, ACI 301. B. ACI Recommended Practice for Concrete Formwork, ACI 347. 1.04 RELATED SECTIONS Section 02500—Sitework Concrete Section 02870 - Site Furnishings Section 03200 - Concrete Reinforcement Section 03300 - Cast in Place Concrete Section 03345 —Concrete Finishing 1.05 QUALITY ASSURANCE A. Special Inspection: Notify the Owner at least 48 hours before inspection of forms will be required. B. Inspection by Other Trades: Where items, such as anchors, fastenings, conduit, piping and other items are supplied by other trades and specified elsewhere in these specifications, in the forms, obtain approval of their placement prior to placing any concrete. 1.06 HANDLING A. Protection of Forms: Design, construct, and erect all forms for reuse; withdraw projecting nails or other objects from contact surfaces before reusing; clean and NEW PARK AT NE 3'COURT AND UNION AVE NE 03100-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 03100 PAGE 2 CONCRETE FORiVIWORK completely recondition all forms prior to reuse; repair any damage to forming surfacing cause during previous usage. Obtain approval for each reuse; formwork with patches or repairs affecting appearance of the concrete surfaces will not be permitted. B. In order that reused forms will not contain patches resulting from alterations, reuse forms on identical sections only; reuse no forms showing excessive surface wear or other imperfections impairing quality of finish of concrete surface. C. Precautions: Contractor is responsible for the strength and suitability of the formwork. PART 2- PRODUCTS 2.01 FORMS For Footings and Concrete Slabs: Fabricate forms of MDO plywood, metal or plastic as judged best suited for shapes. Construct with a minimum of joints, sufficiently tight to prevent leakage. 2.02 INSERTS/SLEEVES A. As required by Manufacturer's specifications. 2.03 FORM RELEASE AGENT Release agent with non-staining and non-interference characteristic with bonding capabilities of paints, plasters, adhesives, other surface coatings or materials. Contractor shall guarantee proper bonding of such subsequent coatings or materials applied over concrete. PART 3- EXECUTION 3.01 DESIGN AND CONSTRUCTION A. Erect forms to conform accurately to the shapes, dimensions, locations and profiles indicated; fit joints between adjacent assembled panels and components tightly and seal with gasket material. Inspect all contact surfaces prior to concrete placement; verify that surfaces are clean, smooth, and free from foreign matter or imperfections affecting appearance of finished concrete. Construct all formwork to provide the following dimensional tolerances in finished concrete construction: 1. Footing and Foundation Depth: Minus 1/2", plus 2". 2. Slab Thickness: Minus 1/8", plus 1/2". 3. Variations from Levels and Conspicuous Lines: Plus or minus 1/8" with 1/4" maximum allowable in any direction, except where other tolerances are specified. NEW PARK AT NE 3'd COURT AND UNION AVE NE 03100-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 03100 PAGE 3 CONCRETE FORMWORK B. Camber: Design and erect formwork for anticipated deflection due to weight and pressure of fresh concrete such they will support the maximum pressure exerted by fluid concrete with an actual deflection not to exceed 1/32" or 0.0025 times the support spacing, which ever is the larger, at the midpoint between supports.. Provide positive means for adjustment of shores and struts to take up settlement during placement. 3.02 FORM TREATMENT Before erection of forming, plug and seal all cracks, holes, slits, gaps and other "telegraphing" imperfections in contact surfaces. Apply bond breaking coating in amounts which will leave surfaces in proper condition to receive subsequent material application. Contractor shall be responsible for being certain that bond release coatings are applied only in amounts which will leave surfaces in proper condition to receive subsequent material application. 3.03 FORM REMOVAL A. Formwork designed for easy removal without damaging or marring finished surfaces of the concrete. Prying against face of concrete will not be permitted; where mechanical means are necessary to release forms, use wood wedges only, and then only if approved by the Owner. B. Removal Strength: Formwork for footings shall remain in place until concrete has hardened sufficiently to resist damage from the removal operations. Determine concrete removal strength based on test cylinders, field cured under the most unfavorable conditions prevailing for any portion of the work represented. END OF SECTION 03100 NEW PARK AT NE Std COURT AND UNION AVE NE 03100-3 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 03200 PAGE 1 CONCRETE REINFORCEMENT PART 1- GENERAL 1.01 Regulations Conform with requirement of City of Renton Building Code for concrete reinforcement, as supplemented and modified on drawings or herein. 1.02 Reference Standards Conform with requirements of the following Reference Standards as the Engineer judges them applicable and as modified and supplanted herein. 1. ACI Building Code Requirements for Reinforced Concrete, ACI 318. 2. ACI Specifications for Structural Concrete for Buildings, ACI 301. 3. ACI Detailing Manual, ACI 315. 1.03 Quality Assurance Special Inspection: Notify the Engineer at least 48 hours before placing any concrete. 1.04 Submittals Product Data: Submit manufacturers' published literature for specified products and accessories as applicable, including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement, manufacturers' instructions and directions for application if not included in manufacturers' published literature. PART 2- PRODUCTS 2.01 Materials A. Bars: ASTM A615; types, sizes and grades as indicated and noted on drawings; all bars free from rust and loose scale at time of delivery. B. Tie wire: 16-gauge double annealed wire. Provide galvanized tie wire for exposed concrete. PART 3- EXECUTION 3.01 Fabrication and Detailing' NEW PARK AT NE 3rd COURT AND UNION AVE NE 3200-1 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 03200 PAGE 2 CONCRETE REINFORCEMENT A. Fabricate steel bar reinforcement to shapes and dimensions as shown and placed as indicated. B. Bending and Straightening: Form bars accurately to detail, other kinks or bends will not be permitted; conform with requirements of ACI 318. Make bends cold around pin with diameter at least 6 times bar dimension; heating of reinforcement will be permitted only if entire operation is approved. No bending of reinforcement after partial embedment in concrete will be permitted, except for Grade 40 dowels. C. Splices: Obtain approval of all splices not indicated on drawings. In general avoid splices at points of maximum stress. Saw, shear or flame- cut bar ends; straighten ends of sheared bars; chip and wire brush ends of flame-cut bars. Wire brush splice area to remove burrs,paint, oil, and other foreign matter before splicing. 3.02 Placement A. Clean reinforcing bars free from loose rust, mud, oil and other foreign matter affecting or reducing bond using approved portable sandblasting equipment. Accurately position bars in accordance with approved placement drawings and secure against displacement. Lap at intersections as indicated or as directed; extend reinforcement through, and lap beyond, construction joints. B. Displacement: If bars are displaced, or if it is necessary to move bars to avoid interference with other reinforcing or embedded items, and if bars are moved to exceed tolerances, obtain approval of resulting arrangement prior to placing concrete. C. Miscellaneous: After cutting tie-wire, turn wires to the inside of the section and bend in such manner that concrete placement will not force ends to exposed concrete surfaces. END OF SECTION 03200 NEW PARK AT NE and COURT AND UNION AVE NE 03200-2 New Park at NE 3rd Court and Union Avenue NE SECTION 03300-CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section specifies cast-in place concrete, including formwork,reinforcing,mix design,placement procedures, and finishes. B. Cast-in-place concrete includes the following: 1. Foundations and footings. 2. Slabs-on-grade. 3. Foundation walls. 4. Concrete Seat Walls. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section for concrete paving and walks. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures,patching compounds,waterstops,joint systems,curing compounds, dry-shake finish materials, and others if requested by Consultant. C. Shop drawings for reinforcement detailing fabricating,bending,and placing concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules,stirrup spacing,bent bar diagrams,and arrangement of concrete reinforcement. Include special reinforcing required for openings through concrete structures. D. Samples of materials as requested by Consultant,including names,sources, and descriptions, as follows: 1. Normal weight aggregates. 2. Waterstops. 3. Vapor retarder/barrier. E. Laboratory test reports for concrete materials and mix design test. F. Material certificates in lieu of material laboratory test reports when permitted by Consultant. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with or exceeds specified requirements. Provide certification from admixture manufacturers that chloride content complies with specification requirements. CAST-IN-PLACE CONCRETE 03300- 1 New Park at NE 3"Court and Union Avenue NE 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications,and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute(ACI)301, "Specifications for Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. Concrete Reinforcing Steel Institute(CRSI) "Manual of Standard Practice." B. Concrete Testing Service: Engineer shall engage a testing agency to perform material evaluation tests and to design concrete mixes. C. Testing 1. Materials and installed work may require testing and retesting at any time during progress of Work. Tests, including retesting of rejected materials for installed Work, shall be done at Contractor's expense. ?• A minimum of three compression test cylinders shall be taken daily, cured and tested per ACI. Test results shall be submitted on 7-day and 28-day breaks. Unit weight, slump and air entrainment tests shall be taken daily from the same sampled material. PART2-PRODUCTS 2.1 FORM MATERIALS A. Forms for Exposed Finish Concrete: Plywood, metal, metal-framed plywood faced, or other acceptable panel-type materials to provide continuous,straight,smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. 1. Use overlaid plywood complying with U.S. Product Standard PS-1 "A-C or B-B High Density Overlaid Concrete Form,"Class I. B. Forms for Unexposed Finish Concrete: Plywood, lumber,metal,or another acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. C. Form Release Agent: Provide commercial formulation form release agent with a maximum of 350 g/L volatile organic compounds(VOCs)that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. D. Form Ties: Factory-fabricated, adjustable-length,removable or snap-off metal form ties designed to prevent form deflection and to prevent spalling of concrete upon removal. Provide units that will leave no metal closer than 1-1/2 inches to the plane of the exposed concrete surface. 2.2 REINFORCING MATERIALS A. Reinforcing Bars: ASTM A 615,Grade 60,deformed. B. Supports for Reinforcement: Bolsters, chairs,spacers,and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire bar-type supports complying with CRSI specifications. 1. For slabs-on-grade,use supports with sand plates or horizontal runners where base material will not support chair legs. 2. For exposed-to-view concrete surfaces where legs of supports are in contact with forms,provide supports with legs that are protected by plastic(CRSI,Class 1)or stainless steel(CRSI,Class 2). CAST-IN-PLACE CONCRETE 03300-2 New Park at NE 3rd Court and Union Avenue NE 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C 150,Type I. 1. Use one brand of cement throughout Project unless otherwise acceptable to Consultant. B. Normal-Weight Aggregates: ASTM C 33 and as specified. Provide aggregates from a single source for exposed concrete. 1. For exposed exterior surfaces, do not use fine or coarse aggregates that contain substances that cause spalling. 2. Local aggregates not complying with ASTM C 33 that have been shown to produce concrete of adequate strength and durability by special tests or actual service may be used when acceptable to Consultant. C. Water: Potable. D. Admixtures, General: Provide concrete admixtures that contain not more than 0.1 percent chloride ions. E. Air-Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. 1. Available Products: Subject to compliance with requirements,products that may be incorporated in the Work include, but are not limited to, the following: a. Air-Tite, Cormix.Construction Chemicals. b. Air-Mix or Perma-Air, Euclid Chemical Co. C. Darex AEA or Daravair, W.R. Grace&Co. d. SIB-VR or Micro-Air,Master Builders,Inc. C. Sealtight AEA, W.R. Meadows, Inc. f. Sika AER, Sika Corp. F. High-Range Water-Reducing Admixture: ASTM C 494, Type F or Type G. 1. Available Products: Subject to compliance with requirements,products that may be incorporated in the Work include,but are not limited to, the following: a. Super P,Anti-Hydro Co.,Inc. b. Cormix 200, Cormix Construction Chemicals. C. Eucon 37, Euclid Chemical Co. d. WRDA 19 or Daracem, W.R. Grace&Co. e. Rheobuild or Polyheed, Master Builders,Inc. f. Superslump, Metalcrete industries. g. PSPL,Prokrete Industries. h. Sikament 300, Sika Corp. G. Water-Reducing,Accelerating Admixture: ASTM C 494,Type E. 1. Available Products: Subject to compliance with requirements,products that may be incorporated in the Work include,but are not limited to, the following: a. Q-Set,Conspec Marketing&Manufacturing Co. b. Lubricon NCA,Cormix Construction Chemicals. C. Accelguard 80,Euclid Chemical Co. C. Daraset, W.R. Grace&Co. CAST-IN-PLACE CONCRETE 03300-3 New Park at NE 3`d Court and Union Avenue NE e. Pozzutec 20,Master Builders, Inc. f. Accel-Set,Metalcrete Industries. 2.4 RELATED MATERIALS A. Waterstops: Provide flat,dumbbell-type or centerbulb-type waterstops at construction joints and other joints as indicated. Size to suit joints. B. Rubber Waterstops: Corps of Engineers CRD-C 513. 1. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the Work include,but are not limited to, the following: a. The Burke Co. b. Progress Unlimited. C. Williams Products,Inc. C. Polyvinyl Chloride Waterstops: Corps of Engineers CRD-C 572. 1. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the Work include,but are not limited to,the following: a. The Burke Co. b. Greenstreak Plastic Products Co. C. W.R.Meadows,Inc. d. Progress Unlimited. e. Schlegel Corp. f Vinylex Corp. D. Sand Cushion: Clean, manufactured or natural sand. E. Vapor Retarder: Provide vapor retarder that is resistant to deterioration when tested according to ASTM E 154,as follows: 1. Polyethylene sheet not less than 8 mils thick. F. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz.per sq.yd., complying with AASHTO M 182,Class 2. G. Moisture-Retaining Cover: One of the following, complying with ASTM C 171. 1. Waterproof paper. 2. Polyethylene film. 3. Polyethylene-coated burlap. H. Bonding Agent: Polyvinyl acetate or acrylic base. 1. Available Products: Subject to compliance with requirements,products that may be incorporated in the Work include,but are not limited to,the following: a. Polyvinyl Acetate(Interior Only): 1) Euco Weld,Euclid Chemical Co. 2) Weld-Crete, Larsen Products Corp. 3) Herculox,Metalcrete Industries. 4) Ready Bond, Symons Corp. CAST-IN-PLACE CONCRETE 03300-4 New Park at NE 3"Court and Union Avenue NE b. Acrylic or Styrene Butadiene: 1) SBR Latex, Euclid Chemical Co. 2) Hornweld,A.C.Horn, Inc. 3) Sonocrete,Sonneborn-Chemrex. 4) Stonlock LB2,Stonhard,Inc. 5) Strong Bond, Symons Corp. I. Epoxy Adhesive: ASTM C 881,two-component material suitable for use on dry or damp surfaces. Provide material type,grade, and class to suit Project requirements. I• Available Products: Subject to compliance with requirements,products that may be incorporated in the Work include,but are not limited to, the following: a. Euco Epoxy System#452 or#620,Euclid Chemical Co. b. Epoxtite Binder 2390,A.C.Horn, Inc. C. Concresive Standard Liquid,:Master Builders, Inc. d. Stonset LV5, Stonhard,Inc. e. R-600 Series,Symons Corp. 2.5 PROPORTIONING AND DESIGNING MIXES A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. For the trial batch method, use an independent testing agency acceptable to Consultant for preparing and reporting proposed mix designs, 1. Do not use the same testing agency for field quality control testing. B. Submit written reports to Consultant of each proposed mix for each class of concrete at least 15 days prior to start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Consultant. C. Design mixes to provide normal weight concrete with the following properties as indicated on drawings and schedules: 1. 4000-psi, 28-day compressive strength; water-cement ratio, 0.44 maximum(non-air-entrained), 0.35 maximum(air-entrained). 2. Minimum cement content: 5.5 sacks per cubic yard. D. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: I. Ramps, slabs, and sloping surfaces: Not more than 3 inches. 2. Reinforced foundation systems: Not less than 1 inch and not more than 3 inches. 3. Concrete containing high-range water-reducing admixture(superplasticizer): Not more than 8 inches after adding admixture to site-verified 2-to-3-inch slump concrete. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials,job conditions,weather, test results,or other circumstances warrant,as accepted by Consultant. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Consultant before using in Work. CASTAN-PLACE CONCRETE 03300-5 New Park at NE 3`d Court and Union Avenue NE 2.6 ADMIXTURES A. Use water-reducing admixture or high-range water-reducing admixture(superplasticizer) in all concrete. B. Use accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg F(10 deg C). C. Use air-entraining admixture in all concrete unless otherwise indicated. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1-1/2 percent within the following limits: 1. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals,or hydraulic pressure: a. 5.0 percent(moderate exposure); 6,0 percent(severe exposure)for 3/4-inch maximum aggregate. b. 5.5 percent(moderate exposure); 7.0 percent(severe exposure) for 1/2-inch maximum aggregate. D. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. E. Use corrosive inhibiting admixture in all concrete. Acceptable corrosion inhibiting admixture shall include: 1. 1 gaUyd3 Rheocrete 222+. 2. 2 gal/yd3 Calcium Nitrite(DCI from Grace). 3. 1/2 gal/yd 3 Armatec 2000 from Sika. 2.7 CONCRETE MLXING A. Ready-Mixed Concrete: Comply with requirements of ASTM C 94, and as specified. 1. When air temperature is between 85 deg F(30 deg C) and 90 deg F(32 deg C),reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 deg F (32 deg C), reduce mining and delivery time to 60 minutes. 2.8 SKATEBOARD DETERRENT A. Provide Ravensforge LC#2240 or approved equal(609-218-1343). B. Skateboard deterrent shall be compatible with 1"chamfered concrete wall. 2.9 ANTI-GRAFFITI TREATMENT A. Provide anti-graffiti treatment: Image Xtra manufactured by Certified Laboratories(425)392-8765, rep:Fred Forsberg,per manufacturer's recommendations. Verify compatibility with concrete masonry sealer. PART 3-EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials,vapor retarder/barrier,and other related materials with placement of forms and reinforcing steel. CAST-IN-PLACE CONCRETE 03300-6 New Park at NE 3rd Court and Union Avenue NE 3.2 FORMS A. General: Design, erect, support,brace,and maintain formwork to support vertical,lateral, static, and dynamic Ioads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size,shape,alignment, elevation,and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 347 limits: 1. Provide Class A tolerances for concrete surfaces exposed to view. 2. Provide Class C tolerances for other concrete surfaces. B. Construct forms to sizes,shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades,level, and plumb work in finished structures. Provide for openings, offsets,sinkages, keyways,recesses,moldings, rustications,reglets,chamfers, blocking, screeds,bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets,recesses,and the like for easy removal. D. Provide temporary openings for clean-outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous ioca do ns. E. Chamfer exposed comers and edges as indicated,using wood,metal,PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings,recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips,wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 3.3 VAPOR RETARDER/BARRIER INSTALLATION A. General: Place vapor retarder/barrier sheeting in position with longest dimension parallel with direction of pour. B. Lap joints 6 inches and seal with manufacturer's recommended mastic or pressure-sensitive tape. 1. Cover vapor retarder/barrier with sand cushion and compact to depth indicated. 3.4 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for"Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as specified. 1. Avoiding cutting or puncturing vapor retarder/barrier during reinforcement placement and concreting operations. Repair damages before placing concrete. CAST-IN-PLACE CONCRETE 03300-7 New Park at NE 3rd Court and Union Avenue NE B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C. Accurately position,support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs,runners,bolsters,spacers,and hangers,as approved by Consultant. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 3.5 JOINTS A. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure,as acceptable to Consultant. B. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Do not continue reinforcement through sides of strip placements. C. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. D. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Support and protect exposed waterstops during progress of Work. Field-fabricate joints in waterstops according to manufacturer's printed instructions. E. Isolation Joints in Slabs-on-Grade: Construct isolationjoints in slabs-on-grade at points of contact between slabs-on-grade and vertical surfaces,such as column pedestals,foundation walls, grade beams, and other locations, as indicated. 1. Joint fillers and sealants are specified in Division 7 Section"Joint Sealants." F. Contraction(Control)Joints in Slabs-on-Grade: Construct contraction joints in slabs-on-grade to form panels of patterns as shown. Use saw cuts 1/8 inch wide by one-fourth of slab depth or inserts 1/4 inch wide by one-fourth of slab depth,unless otherwise indicated. 1. Form contraction joints by inserting premolded plastic,hardboard, or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured,remove inserts and clean groove of loose debris. 2. Contraction joints in unexposed floor slabs may be formed by saw cuts as soon as possible after slab finishing as may be safely done without dislodging aggregate. 3. If joint pattern is not shown,provide joints not exceeding 15 feet in either direction and located to conform to bay spacing wherever possible(at column centerlines,half bays, third bays). 4. Joint fillers and sealants are specified in Division 7 Section"Joint Sealants." 3.6 INSTALLING EMBEDDED ITEMS A. General: Set and build into formwork anchorage devices and other embedded items required for other work that is attached to or supported by cast-in-place concrete. Use setting drawings,diagrams, instructions,and directions provided by suppliers of items to be attached. B. Forms for Slabs: Set edge forms,bulkheads,and intermediate screed strips for slabs to achieve required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike-off templates or compacting-type screeds. CASTAN-PLACE CONCRETE 03300-8 New Park at NE 3 d Court and Union Avenue NE 3.7 PREPARING FORM SURFACES A. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC,form-coating compound before placing reinforcement. B. Do not allow excess form-coating material to accumulate in forms or come into contact with in-place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. 3.8 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. General: Comply with ACI 304, "Guide for Measuring, Mixing,Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each laver while preceding laver is still plastic to avoid cold joints. 1, Consolidate placed concrete by mechanical vibrating equipment went su lemented'o hand-spading, o �i'P PP y p g, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. 1. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. 2. Bring slab surfaces to correct level with a straightedge and strike off. Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position on chairs during concrete placement. F. Cold-Weather Placement: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions,or low temperatures. CAST-IN-PLACE CONCRETE 03300-9 New Park at NE Yd Court and Union Avenue NE G. When air temperature has fallen to or is expected to fall below 40 deg F(4 deg C),uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C)and not more than 80 deg F(27 deg C)at point of placement. 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 2. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators. H. Hot-Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete,place concrete complying with ACI 305 and as specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F(32 deg Q. Mixing water may be chilled or chopped ice may be used to control temperature,provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water-reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Consultant. 3.9 FINISHING FORMED SURFACES A. Rough-Formed Finish: Provide a rough-formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form-facing material used,with tie holes and defective areas repaired and patched,and fins and other projections exceeding li4 inch in height rubbed down or chipped off. B. Smooth-Formed Finish: Provide a smooth-formed finish on formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing,dampproofing,painting, or another similar system This is an as-cast concrete surface obtained with selected form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Related Unformed Surfaces: 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 formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.10 MONOLITHIC SLAB FINISHES A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as specified. 1. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating,using float blades or float shoes only,when surface water has disappeared, or when concrete has stiffened sufficiently to permit operation of power-driven floats,or both. Consolidate surface with power-driven floats or by hand-floating if area is small or inaccessible to power units. Finish surfaces to tolerances of F(F) 18 (floor flatness)and F(L) 15 (floor levelness)measured according to ASTM E 1155. Cut down high spots and fill low CAST-IN-PLACE CONCRETE 03300-10 New Park at NE 3rd Court and Union Avenue NE spots. Uniformly slope surfaces to drains. Immediately after leveling,refloat surface to a uniform, smooth,granular texture. B. Trowel Finish: Apply a trowel finish to monolithic slab surfaces exposed to view and slab surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile,paint, or another thin film-finish coating system. 1. After floating,begin first trowel-finish operation using a power-driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand-troweling operation, free of trowel marks, uniform in texture and appearance, and finish surfaces to tolerances of F(F)20(floor flatness)and F(L) 17(floor levelness)measured according to ASTM E 1155. Grind smooth any surface defects that would telegraph through applied floor covering system. C. Trowel and Fine Broom Finish: Where ceramic or quarry tile is to be installed with thin-set mortar, apply a trowel finish as specified,then immediately follow by slightly scarifying the surface with a fine broom. 3.11 MISCELLAiNEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix,place, and cure concrete as specified to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete Work. 3.12 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture Ioss before and during finishing operations with an evaporation-control material. Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting,keep continuously moist for not less than 7 days. C. Curing Methods: Cure concrete by moist curing and by moisture-retaining cover curing, as specified. D. Provide moisture curing by the following methods: 1. Keep concrete surface continuously wet by covering with water. 2. Use continuous water-fog spray. 3. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with a 4-inch lap over adjacent absorptive covers. E. Provide moisture-retaining cover curing as follows: 1. Cover concrete surfaces with moisture-retaining cover for curing concrete,placed in widest practicable width with sides and ends lapped at least 3 inches and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. CAST-IN-PLACE CONCRETE 03300-11 New Park at NE P Court and Union Avenue NE 3.13 REUSING FORMS A. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material will not be acceptable for exposed surfaces. Apply new form-coating compound as specified for new formwork. B. When forms are extended for successive concrete placement,thoroughly clean surfaces,remove fins and laitance,and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Consultant. 3.14 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Consultant. B. Mix dry-pack mortar, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. 1. Cut out honeycombs, rock pockets,voids over 1/4 inch in any dimension, and holes left by tie rods and bolts down to solid concrete but in no case to a depth less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean,dampen with water, and brush- coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Consultant. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycomb,rock pockets, tins and other projections on the surface. Flush out form he holes and fill with dry-pack mortar or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired,remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces,such as monolithic slabs, for smoothness and verify surface tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. 1. Repair finished unformed surfaces containing defects that affect the concrete's durability. Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of width,spalling, popouts,honeycombs, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Consultant. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose reinforcing steel with at least 3/4-inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place,compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. CAST-IN-PLACE CONCRETE 03300-12 New Park at NE 3`d Court and Union Avenue NE E. Perform structural repairs with prior approval of Consultant for method and procedure,using specified epoxy adhesive and mortar. F. Repair methods not specified above may be used,subject to acceptance of Consultant. 3.15 ANTI-GRAFFITTI TREATMENT A. Apply in accordance with manufacturer's direction to all exposed concrete seat wall surfaces in accordance with manufacturer's instructions;protect adjacent finished surfaces and plants from overspray. B. Concrete must be allowed to cure a minimum of 28 days, and patching materials, caulking, grout, and sealing materials must be fully cured before application. 3.16 SKATEBOARD DETERRENT A. Install per manufacturer's recommendation at 5' on center on concrete seat wall in the plaza. 3.17 QUALITY CONTROL TESTING DURING CONSTRUCTION A. General: The Contractor shall employ a testing agency to perform tests and to submit test reports. B. Sampling and testing for quality control during concrete placement will include the following, as directed by Consultant. 1. Sampling Fresh Concrete: ASTIVi C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143;one test at point of discharge for each day's pour of each type of concrete;additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173,volumetric method for lightweight or normal weight concrete;ASTNI C 231,pressure method for normal weight concrete;one for each day's pour of each type of air-entrained concrete. C. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4 deg C)and below,when 80 deg F(27 deg C) and above, and one test for each set of compressive-strength specimens. d. Compression Test Specimen: ASTM C 31;one set of three standard cylinders for each compressive-strength test,unless otherwise directed. Mold and store cylinders for laboratory-cured test specimens except when field-cured test specimens are required. e. Compressive-Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cu. yd.plus additional sets for each 50 cu.yd. more than the first 25 cu. yd.of each concrete class placed in any one day; one specimen tested at 7 days,one specimen tested at 28 days, and one specimen retained in reserve for later testing if required. 2. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. C. Test results shall be reported in writing to Consultant, Structural Engineer,ready-mix producer,and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number,date of concrete placement,name of concrete testing service,concrete type and class, location of concrete batch in structure,design compressive strength at 28 days,concrete CAST-IN-PLACE CONCRETE 03300-13 New Park at NE 3rd Court and Union Avenue NE mix proportions and materials,compressive breaking strength, and type of break for both 7-day tests and 28-day tests. D. Nondestructive Testing: Impact hammer, sonoscope,or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency shall make additional tests of in-place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Consultant. END OF SECTION 03300 CAST-IN-PLACE CONCRETE 03300-14 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 03345 PAGE 1 CONCRETE FINISHING PART 1 - GENERAL 1.01 Reference Standards Conform to requirements of the following Reference Standards or as modified and supplemented hereinafter. 1. ACI Specifications for Structural Concrete for Buildings, ACI 301 2. ACI Recommended Practice for Cold Weather Concreting, ACI 306 3. ACI Recommended Practice for Hot Weather Concreting, ACI 605 1.02 Quality Assurance Concrete Work: Concrete work where indicated to be exposed is architecturally finished concrete; special care must be taken to provide specified, finished surfaces without gravel pockets, and other defacements. Engineer shall inspect concrete after removal of forms and before concrete repair work begins. Job Mock-up: Provide a mock-up of concrete seat wall. The Engineer shall approve the location of the mock up panel. Notify the Engineer when a sample concrete seat wall 12" long x 12"wide x 18"high formed cast in place block prepared for viewing, so that a meeting can be arranged at the job site to with the sandblasting equipment and the operator in attendance. The depth, appearance and quality of sandblasting shall be determined at this meeting. 1.03 Protection Protect persons and adjacent materials and finishes from dust, dirt and other surface or physical damage during finishing operations, including materials driven by wind. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 Repairs A. Immediately after removal of forms and inspect all surfaces for defects. Repair or patch defects only after defects are inspected by the Engineer and then only with the Engineer's permission. Do all cutting and repair within 48 hours after removal of forms; cure repairs same as new concrete. B. Defective Areas: Where patches are allowed, repair and patch areas; must match the surrounding areas in color and texture so as to be indistinguishable after completion, including curing and finishing. Determine mix for color by trial mixes before patching; after initial cure, dress patch or repair area mechanically or by hand for texture match. NEW PARK AT NE 3'd COURT AND UNION AVE NE 03345-1 NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 03345 PAGE 2 CONCRETE FINISHING 3.02 Finishes for Formed Surfaces A. Rough Form Finish: Provide for surface of walls and footings adjacent to grade or below grade. This is the concrete surface having texture imparted by form facing material use 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. B. Light Sandblast Finish: Provide light sandblast finish on Concrete Seat Wall. C. Related Unformed Surfaces: 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 formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. Provide for face surface of walls adjacent to plaza, walks and stairs. 3.03 Finishes for Unformed Surfaces A. Trowled Finish: Provide for top surfaces or fence footings where exposed. B. Defective Work: Remove and replace when directed by the Engineer, surfaces which show excessive shrinkage cracks. 3.05 Curing A. Protect freshly deposited concrete from premature drying and excessively hot or cold temperatures; maintain minimal moisture loss at relatively constant temperature for necessary hydration time and proper relatively constant temperature for necessary hydration time and proper hardening of concrete. B. Duration of Curing: In addition to the initial overnight curing, continue final curing operations until the cumulative number of days or fractions thereof(not necessarily consecutive) occurs, during which time the temperature of the air in contact with the concrete is above 50 degrees F, equals 7 days. If high-early strength concrete has been used, continue final curing operation for 3 days total time, calculated as before. Take care to prevent rapid drying at the end of the curing period. If early removal of forms is approved and forms are removed during the curing period, apply one of the curing methods specified in Standards Specifications (most recent edition), and continue curing for the remainder of the required curing period. 3.06 Inspection Contractor shall notify Engineer that they are starting concrete finish repair work at least 48 hours prior to the beginning of work. NEW PARK AT NE Yd COURT AND UNION AVE NE 03345-2 NEW PARK AT NE 3"COURT AND UNION AVE NE SECTION 03345 PAGE 3 CONCRETE FINISHING 3.07 Cleaning Leave premises clean and free of residue from work in this section. END OF SECTION 03345 NEW PARK AT NE Yd COURT AND UNION AVE NE 03345-3 DIVISION 4 - MASONRY New Park at NE 3`d Court and Union Avenue NE SECTION 04200-UNIT MASONRY PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: I. Concrete unit masonry. B. Products installed but not furnished under this Section include the following: I Wood nailers and blocking built into unit masonry are specified in Division 6 Section"Rough Carpentry." 2. Hollow metal frames in unit masonry openings are specified in Division 8 Section"Steel Doors and Frames." 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. Provide unit masonry that develops the following installed compressive strengths(f m): 1. " For concrete unit masonry: As follows: a. fm=2,800 psi. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division I Specification Sections. B. Product data for each different masonry unit,accessory,and other manufactured product indicated. C. Shop drawings for reinforcing detailing fabrication,bending, and placement of unit masonry reinforcing bars. Comply with ACI 315"Details and Detailing of Concrete Reinforcing"showing bar schedules,stirrup spacing,diagrams of bent bars,and arrangement of masonry reinforcement. D. Material certificates for the following signed by manufacturer and Contractor certifying that each material complies with requirements. I. Each different cement product required for mortar and grout,including name of manufacturer, brand, type, and weight slips at time of delivery. 2. Each material and grade indicated for reinforcing bars. 3. Each type and size of joint reinforcement. 4. Each type and size of anchors, ties, and metal accessories. UNIT MASONRY 04200-1 New Park at NE 3`d Court and Union Avenue NE E. Material test reports from a qualified independent testing laboratory engaged by Engineer and paid by Contractor indicating and interpreting test results relative to compliance of the following proposed masonry materials with requirements indicated: 1. Mortar complying with property requirements of ASTM C 270. 2. Grout mixes. Include description of type and proportions of grout ingredients. 3. Masonry units. Conform to U.B.C. Standard 21-4. F. Results from tests and inspections performed by Park Engineer will be reported promptly and in writing to Consultant and Contractor. 1.5 QUALITY ASSURANCE A. Unit Masonry Standard: Comply with ACI 530.1/ASCE 6"Specifications for Masonry Structures," except as otherwise indicated. 1. Revise ACI 530.1/ASCE 6 to exclude Sections 1.4 and 1.7; Parts 2.1.2,3.1.2, and 4.1.2; and Articles 1.5.1.2, 1.5.1.3, 2.1.1.1,2.1.1.2,and 2.3.3.9 and to modify Article 2.1.1.4 by deleting requirement for installing vent pipes and conduits built into masonry. B. Inspecting Laboratory Qualifications: To qualify for employment in performing tests and inspection specified in this Section, an independent testing laboratory must demonstrate to Consultant's satisfaction,based on evaluation of laboratory-submitted criteria conforming to ASTM C 1093, that it has the experience and capability to conduct satisfactorily the testing indicated without delaying the progress of the Work. C. Fire Perfomnance Characteristics: Where indicated,provide materials and construction identical to those of assemblies whose fire resistance has been determined per ASTM E 119 by a testing and inspecting organization,by equivalent concrete masonry thickness, or by another means, as acceptable to authorities having jurisdiction. D. Single-Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually-related surfaces. E. Single-Source Responsibility for Mortar Materials: Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source and producer for each aggregate. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section"Project Meetings." 1.6 DELIVERY,STORAGE,AND HANDLING A. Deliver masonry materials to project in undamaged condition. B. Store and handle masonry units off the ground,under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes,contaminants,corrosion,and other causes. If units become wet,do not place until units are in an air-dried condition. C. Store cementitious materials off the ground,under cover, and in dry location. D. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. E. Store masonry accessories, including metal items,to prevent corrosion and accumulation of dirt and oil. UNIT MASONRY 04200-2 New Park at NE 3 d Court and Union Avenue NE 1.7 PROJECT CONDITIONS A. Protection of Masonry: During erection,cover tops of walls,projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. C. Stain Prevention: Prevent grout,mortar, and soil from staining the face of masonry to be left exposed or painted. Remove immediately any grout,mortar,and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and mortar splatter by means of coverings spread on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames,as well as similar products with painted and integral finishes, from mortar droppings. PART2-PRODUCTS 2.1 MATERIALS, GENERAL A. Comply with referenced unit masonry standard and other requirements specified in this Section applicable to each material indicated. 2.2 CONCRETE MASONRY UNITS A. General: Comply with requirements indicated below applicable to each form of concrete masonry unit required. Block as manufactured by Mutual Materials or equal. 1. Provide special shapes where indicated and as follows: a. For lintels,corners,jambs, sash,control joints,headers,bonding, and other special conditions. b. Ground face, one score block,natural color for bottom rows. C. Ground face,no score block,rose brown color for upper rows. d. Square-edged units for outside comers, except where indicated as bullnose. 2. Size: Provide concrete masonry units complying with requirements indicated below for size that are manufactured to specified face dimensions within tolerances specified in the applicable referenced ASTM specification for concrete masonry units. a. Concrete Masonry Units: Manufactured to specified dimensions of 3/8 inch less than nominal widths by nominal heights by nominal lengths indicated on drawings. B. Hollow Load-Bearing Concrete Masonry Units: ASTM C 90, Grade N-I and as follows: 1. Unit Compressive Strength: Provide units with minimum average net area compressive strength indicated below: a. Not less than the unit compressive strengths required to produce concrete unit masonry construction of compressive strength indicated. 2. Weight Classification: Medium weight(min. 115 PCF block density). UNIT MASONRY - 04200-3 New Park at NE 3`d Court and Union Avenue NE 3. Admixture: All exterior concrete block shall contain the recommended amount of the"Dry Block System Admix"for water repellency. 4. Colors and Textures: Provide colors and textures as indicated on the drawings. 2.3 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150,Type I or II,except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce required mortar color. B. Masonry Cement: ASTM C 91. C. Ready-Mixed Mortar: Cementitious materials,water,and aggregate complying with requirements specified in this article, combined with set-controlling admixtures to produce a ready-mixed mortar complying with ASTM C 1142. Add"Dry Block"admixture to mortar mix. D. Hydrated Lime: ASTM C 207,Type S. E. Aggregate for:Mortar: ASTM C 144,except for joints less than 1/4 inch use aggregate graded with 100 percent passing the No. 16 sieve. F. Aggregate for Grout: ASTM C 404. G. Water: CIean and potable. 2.4 REINFORCING STEEL A. General: Provide reinforcing steel complying with requirements of referenced unit masonry standard and this article. B. Steel Reinforcing Bars: Material and grade as follows: 1. Billet steel complying with ASTM A 615. 2. Grade 40. C. Deformed Reinforcing Wire: ASTM A 496. D. Plain Welded Wire Fabric: ASTM A 185. E. Deformed Welded Wire Fabric: ASTM A 497. 2.5 JOINT RELNFORCEMENT A. General: Provide joint reinforcement complying with requirements of referenced unit masonry standard and this article,formed from the following: 1. Galvanized carbon steel wire,coating class as required by referenced unit masonry standard for application indicated. B. Description: Welded-wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet,with prefabricated corner and tee units, and complying with requirements indicated below: 1. Wire Diameter for Side Rods: 0.1483 inch(9 gage). 2. Wire Diameter for Cross Rods: 0.1483 inch(9 gage) UNIT MASONRY 04200-4 New Park at NE 3rd Court and Union Avenue NE 3. For single-wythe masonry provide type as follows with single pair of side rods: a. Ladder design with perpendicular cross rods spaced not more than 16 inches o.c. 2.6 TIES AND ANCHORS, GENERAL A. General: Provide ties and anchors specified in subsequent articles that comply with requirements for metal and size of referenced unit masonry standard and of this article. B. Galvanized Carbon Steel Wire: ASTM A 82, coating class as required by referenced unit masonry standard for application indicated. 1. Wire Diameter: As indicated. 2.7 :MISCELLANEOUS ANCHORS A. Unit Type Masonry Inserts in Concrete: Cast iron or malleable iron inserts of type and size indicated. B. Dovetail Slots: Furnish dovetail slots, with filler strips, of slot size indicated, fabricated from 0.0336- inch(22-gage)sheet metal. C. Anchor Bolts: Steel bolts complying with A 307, Grade A; with ASTM A 563 hex nuts and,where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153, Class C; of diameter and length indicated and in the following configurations: 1. Headed bolts. 2.8 POSTINSTALLED A�\'CHORS A. Anchors as described below, with capability to sustain,without failure, load imposed within factors of safety indicated, as determined by testing per ASTM E 488,conducted by a qualified independent testing Iaboratory. 1. Type: Expansion anchors. 2. Corrosion Protection: Carbon steel components zinc-plated to comply with ASTM B 633, Class Fe/Zn 5 (5 microns) for Class SC 1 service condition(mild). 3. For cast-in-place and postinstalled anchors in concrete: Capability to sustain,without failure, a load equal to 4 times loads imposed by masonry. 2.9 MISCELLANEOUS MASONRY ACCESSORIES A. Nonmetallic Expansion Joint Strips: Premolded filler strips complying with ASTM D 1056,Type 2 (closed cell),Class A(cellular rubber and rubber-like materials with specific resistance to petroleum base oils),Grade 1 (compression-deflection range of 2-5 psi),compressible up to 35 percent,of width and thickness indicated, formulated from the following material: 1. Urethane. B. Bond Breaker Strips: Asphalt-saturated organic roofing felt complying with ASTM D 226,Type I(No. 15)asphalt felt. 2.10 MASONRY CLEANERS A. Fabrikleen masonry cleaner Type L,by Fabrikem Chemicals,International. B. Do not use Muriatic Acid. UNIT MASONRY 04200-5 New Park at NE 3`d Court and Union Avenue NE 2.11 MORTAR AND GROUT MIXES A. General: Do not add admixtures,including coloring pigments, air-entraining agents, accelerators, retarders,water repellent agents, antifreeze components, or other admixtures,unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. B. Mortar for Unit Masonry: Comply with ASTM C 270,Proportion Specification, for types of mortar indicated below: 1. Limit cementitious materials in mortar to Portland cement-lime. 2. For reinforced masonry and where indicated,use type indicated below: a. Type S. 3. Mortar strength,per UBC Table 24A,shall be a minimum of 1,800 psi. C. Grout for Unit Masonry: Comply with ASTM C 476 and referenced unit masonry standard. Minimum strength: 2,000 psi. D. Admixture: All mortar for exterior block walls shall contain the recommended amount of the"Dry Block mortar admix"for water repellency and to assure proper bond strength. 2.12 DAMP-PROOFING A. Use a clear siloxane scaler with an active solids content of 6.5%. (Follow manufacturer's recommended coverage rates.) B. Product: Fabrishield#653,by Fabrikem Chemicals,International. (Coverage rate: 50-60 square feet per gallon.) 2.13 SOURCE QUALITY CONTROL A. Concrete Masonry Unit Tests: For each type,class, and grade of concrete masonry unit indicated,units will be tested by qualified independent testing laboratory for strength,absorption,and moisture content per ASTM C 140. PART 3-EXECUTION 3.1 EXAIVIINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other specific conditions, and other conditions affecting performance of unit masonry. B. Examine rough-in and built-in construction to verify actual locations of piping connections prior to installation. C. Do not proceed until unsatisfactory conditions have been corrected. 3.2 INSTALLATION,GENERAL A. Comply with referenced unit masonry standard and other requirements indicated applicable to each type of installation included in Project. B. Leave openings for equipment to be installed before completion of masonry. After installation of equipment, complete masonry to match construction immediately adjacent to the opening. UNIT MASONRY 04200-6 New Park at NE 3 d Court and Union Avenue NE C. Cut masonry units with motor-driven saws to provide clean,sharp,unchipped edges. Cut unit as required to provide continuous pattern and to fit adjoining construction. Use full-size units without cutting where possible. 3.3 CONSTRtiCTION TOLERANCES A. Comply with construction tolerances of referenced unit masonry standard. 3.4 LAYING MASONRY WALLS A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate locating of openings, movement-type joints, returns, and offsets. Avoid the use of less- than-half-size units at corners,jambs, and, where possible, at other locations. B. Lay up walls to comply with specified construction tolerances,with courses accurately spaced and coordinated with other construction. C. Bond Pattern for Exposed Masonry: Lay exposed masonry in the following bond pattern; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 1. One-half running bond with vertical joint in each course centered on units in courses above and below. D. Stopping and Resuming Work: In each course,rack back 1/2-unit length for one-half running bond or 1!3-unit length for one-third running bond; do not tooth. Clean exposed surfaces of set masonry,wet clay masonry units lightly(if required), and remove loose masonry units and mortar prior to laying fresh masonry. E. Built-In Work: As construction progresses,build-in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built-in items. 1. Fill space between hollow metal frames and masonry solidly with mortar,unless otherwise indicated. 2. Where built-in items are to be embedded in cores of hollow masonry units,place a layer of metal lath in the joint below and rod mortar or grout into core. 3. Fill cores in hollow concrete masonry units with grout 3 courses(24 inches) under bearing plates,beams, lintels,posts, and similar items, unless otherwise indicated. 3.5 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units as follows: 1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. B. Cut joints flush for masonry walls to be concealed or to be covered by other materials,unless otherwise indicated. UNIT MASONRY 04200-7 New Park at NE 3rd Court and Union Avenue NE 3.6 HORIZONTAL JOINT REINFORCEMENT A. General: Provide continuous horizontal joint reinforcement as indicated. Install longitudinal side rods in mortar for their entire length with a minimum cover of 518 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcing a minimum of 6 inches. B. Cut or interrupt joint reinforcement at control and expansion joints,unless otherwise indicated. C. Provide continuity at comers and wall intersections by use of prefabricated"L"and"T" sections. Cut and bend reinforcement units as directed by manufacturer for continuity at returns,offsets, column fireproofing,pipe enclosures, and other special conditions. 3.7 MOVEMENT(CONTROL AND EXPANSION)JOINTS A. General: Install control and expansion joints in unit masonry where indicated. Build in related items as the masonry progresses. Do not form a continuous span through movement joints unless provisions are made to prevent in-plane restraint of wall or partition movement. B. Form control joints in concrete masonry as follows: 1. Install preformed control joint gaskets designed to fit standard sash block. 3.8 INSTALLATION OF REINFORCED UNIT MASONRY A. General: Install reinforced unit masonry to comply with requirements of referenced unit masonry standard. B. Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist grout pressure. 3.9 FIELD QUALITY CONTROL A. Testing Frequency: Tests and evaluations listed in this article will be performed during construction for each 5,000 sq. ft. of wall area or portion thereof. 1. Mortar properties will be tested per property specification of ASTM C 270. 2. Grout compressive strength will be sampled and tested per ASTM C 1019. B. Prism Test Method: For each type of wall construction indicated, masonry prisms will be tested per ASTM E 447, Method B, and as follows: 1. Prepare one set of prisms for testing at 7 days and one set for testing at 28 days. C. Evaluation of Quality Control Tests: In absence of other indications of noncompliance with requirements,masonry will be considered satisfactory if results from construction quality control tests comply with minimum requirements indicated. END OF SECTION 04200 UNIT MASONRY 04200-8 DIVISION 5 - METALS New Park at NE 3 Court and Union Avenue NE SECTION 05500-iVIETAL FABRICATIONS PART1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division i Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following metal fabrications: 1. Rough hardware. 2. Miscellaneous steel trim. 3. Other metal fabrications as indicated. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 10 Section "Louvers and Vents". 2. Division 15 Mechanical Section for additional access door requirements. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Condi ions of the Contract and Division 1 Specification Sections. B. Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations,sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other Sections. C. Samples representative of materials and finished products as may be requested by Consultant. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Firm experienced in producing metal fabrications similar to those indicated for this Project with a record of successful in-service performance, and with sufficient production capacity to produce required units without delaying the Work. B. Welding Standards: Comply with applicable provisions of AWS D 1.1 "Structural Welding Code--Steel,"AWS D1.2 "Structural Welding Code--Aluminum,"and AWS D1.3 "Structural Welding Code--Sheet Steel." 1. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. 1.5 PROJECT CONDITIONS A. Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit by accurate field measurements before fabrication. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. METAL FABRICATIONS 05500- 1 New Park at NE 3r`'Court and Union Avenue NE PART2-PRODUCTS 2.1 FERROUS METALS A. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work,provide materials selected for their surface flatness, smoothness,and freedom from surface blemishes. Do not use materials with exposed pitting,seam marks,roller marks,rolled trade names, or roughness. B. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. C. Welding Rods and Bare Electrodes: Select according to AWS specifications for the metal alloy to be welded. 2.2 PAINT A. Shop Primer for Ferrous Metal: Fast-curing, lead-and chromate-free,universal modified-alkyd primer complying with performance requirements of FS TT-P-664, selected for good resistance to normal atmospheric corrosion, compatibility with finish paint systems indicated,and capability to provide a sound foundation for field-applied topcoats despite prolonged exposure. B. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPG-Paint 20. 2.3 FASTENERS A. General: Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type,grade, and class required. B. Bolts and Nuts: Regular hexagon-head bolts,ASTM A 307, Grade A(ASTM F 568,Property Class 4.6), with hex nuts,ASTM A 563 (ASTM A 563M),and,where indicated, flat washers. C. Machine Screws: ANSI B18.6.3. D. Lag Bolts: ANSI B18.2.1 (ANSI 818.2.3.8M). E. Wood Screws: Flathead,carbon steel,ANSI B18.6.1. F. Plain Washers: Round, carbon steel,ANSI B18.22.1 (ANSI BI8.22M). G. Lock Washers: Helical, spring type, carbon steel,ANSI B 18.21.1. H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. 1. Material: Carbon steel components zinc-plated to comply with ASTM B 633,Class Fe/Zn 5. I. Toggle Bolts: FS FF-B-588,tumble-wing type,class and style as required. 2.4 FABRICATION, GENERAL A. Form metal fabrications from materials of size,thickness,and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings,using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. METAL FABRICATIONS 05500-2 New Park at NE 3rd Court and Union Avenue NE B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. C. Shear and punch metals cleanly and accurately. Remove burrs. D. Ease exposed edges to a radius of approximately 1/32 inch(1 mm),unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. E. Remove sharp or rough areas on exposed traffic surfaces. F. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent. G. Form exposed connections with hairline joints,flush and smooth, using concealed fasteners wherever possible. Locate joints where least conspicuous. H. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. I. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. J. Cut,reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. K. Fabricate joints that will be exposed to weather in a manner to exclude water,or provide weep holes where water may accumulate. 2.5 ROUGH HARDWARE A. Furnish bent, or otherwise custom-fabricated,bolts,plates, anchors,hangers,dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork,and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 6 Sections. B. Fabricate items to sizes, shapes,and dimensions required. Furnish malleable-iron washers for heads and nuts that bear on wood structural connections,and furnish steel washers elsewhere. 2.6 MISCELLANEOUS STEEL TRIM A. Unless otherwise indicated, fabricate units from structural steel shapes,plates,and bars of profiles shown with continuously welded joints,and smooth exposed edges. Miter corners and use concealed field splices wherever possible. B. Provide cutouts,fittings, and anchorages as required to coordinate assembly and installation with other work. Provide anchors,welded to trim,for embedding in concrete or masonry construction, spaced not METAL FABRICATIONS 05500-3 New Park at NE 3 d Court and Union Avenue NE more than 6 inches(150 nun)from each end,6 inches(150 nun)from comers,and 24 inches(600 mm) o.c., unless otherwise indicated. C. Galvanize miscellaneous steel trim in the following locations: 1. Exterior locations. 2.7 FINISHES,GENERAL A. Comply with NAAivIiV1"Metal Finishes Manual" for recommendations relative to applying and designing finishes. B. Finish metal fabrications after assembly. 2.8 STEEL AND IRON FINISHES A. Galvanizing: For those items indicated for galvanizing, apply zinc coating by the hot-dip process complying with the following requirements: 1. ASTM A 153 for galvanizing iron and steel hardware. 2. ASTM A 123 for galvanizing both fabricated and unfabricated iron and steel products made of uncoated rolled, pressed, and forged shapes,plates,bars,and strip 0.0299 inch(0.76 nun)thick or thicker. B. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Exteriors(SSPC Zone 113): SSPC-SP 6 "Commercial Blast Cleaning." 2. Interiors (SSPC Zone IA): SSPC-SP 3 "Power Tool Cleaning." C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes or to be embedded in concrete,unless otherwise indicated. Comply with requirements of SSPC-PA 1 "Paint Application Specification No. 1" for shop painting. 1. Stripe paint comers,crevices,bolts, welds, and sharp edges. PART 3-EXECUTION 3.1 PREPARATION A. Coordinate and furnish anchorages, setting drawings, diagrams,templates, instructions,and directions for installing anchorages, including anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site. 3.2 INSTALLATION,GENERAL A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction. B. Cutting,Fitting, and Placement: Perform cutting,drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location,alignment,and elevation; with edges and surfaces level,plumb,true,and free of rack; and measured from established lines and levels. C. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop-welded because of shipping size limitations. Do not weld, METAL FABRICATIONS 05500-4 New Park at NE 3`d Court and Union Avenue NE cut, or abrade the surfaces of exterior units that have been hot-dip galvanized after fabrication and are intended for bolted or screwed field connections. 3.3 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection,clean field welds,bolted connections, and abraded areas of shop paint,and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 requirements for touching up shop-painted surfaces. 1. Apply by brush or spray to provide a 2.0-mil(0.05-mm)minimum dry film thickness. B. For galvanized surfaces,clean welds,bolted connections,and abraded areas,and apply galvanizing repair paint to comply with ASTM A 780. END OF SECTION 05500 METAL FABRICATIONS 05500-5 DIVISION 6 - WOOD AND PLASTICS New Park at NE 3`d Court and Union Avenue NE SECTION 06100-ROUGH CARPENTRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes wood grounds,nailers, and blocking B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 6 Section "Finish Carpentry" for nonstructural carpentry items exposed to view and not specified in another Section. 1.3 DEFINITIONS A. Rough carpentry includes carpentry work not specified as part of other Sections. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Material ce«ficates fur dimensional lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use as well as design values approved by the Board of Review of American Lumber Standards Committee. C. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing of treated materials: 1. For each type of presery ative-treated wood product, include certification by treating plant staring type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. 2. For waterborne-treated products, include statement that moisture content of treated materials was reduced to levels indicated prior to shipment to project site. 3. Warranty of chemical treatment manufacturer for each type of treatment. 1.5 DELIVERY,STORAGE,AND HANDLING A. Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels;provide for air circulation within and around stacks and under temporary coverings,including polyethylene and similar materials. 1. For lumber and plywood pressure treated with waterborne chemicals,place spacers between each bundle to provide air circulation. ROUGH CARPENTRY 06100-1 New Park at NE 3`d Court and Union Avenue NE PART2-PRODUCTS 2.1 LUMBER,GENERAL A. Lumber Standards: Furnish lumber manufactured to comply with PS 20"American Softwood Lumber Standard"and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's(ALSO)Board of Review. B. Inspection Agencies: Inspection agencies and the abbreviations used to reference them with lumber grades and species include the following: 1. WCLIB-West Coast Lumber Inspection Bureau. 2. WWPA-Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency,grade, species, moisture content at time of surfacing,and mill. 1. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each piece,or omit grade stamps entirely and provide certificates of grade compliance issued by inspection agency. D. Nominal sizes are indicated,except as shown by detail dimensions. Provide actual sizes as required by PS 20 for moisture content specified for each use. 1. Provide dressed lumber, S4S,unless otherwise indicated. 2. Provide lumber with 15 percent maximum moisture content at time of dressing and shipment for sizes 2 inches or less in nominal thickness,unless otherwise indicated. 2.2 DIMENSION LUMBER A. For light framing,provide Douglas fir"Stud,"No. 2,"or"Standard"grade lumber for stud framing(2 to 4 inches thick, 2 to 4 inches wide, 10 feet and shorter)and"Stud"or"No.2"grade for other light framing(2 to 4 inches thick, 2 to 6 inches wide),any species. B. For structural light framing(2 to 4 inches thick,2 to 4 inches wide),provide the following grade and species: 1. "No. 1"grade and as indicated on drawings. I. Same species as indicated for structural framing grade below. C. For exposed framing lumber,provide material complying with the following requirements: 1. Definition: Exposed framing refers to dimension lumber that is not concealed by other construction and is indicated to receive a stained or natural finish. 2. Grading: Material hand selected at factory from lumber of species and grade indicated below that complies with"Appearance"grade requirements of ALSO National Grading Rule; issue inspection certificate of inspection agency for selected material. a. Douglas fir grade per WWPA rules,and as indicated on drawings. 2.3 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction,including rooftop equipment curbs and support bases,cant strips,bucks,nailers,blocking,furring,grounds,stripping,and similar members. ROUGH CARPENTRY 06100-2 New Park at NE 3rd Court and Union Avenue NE B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. C. Moisture Content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. D. Grade: "Standard"grade light-framing-size lumber of any species or board-size lumber as required. "No. 3 Common"or"Standard"grade boards per WCLIB or WWPA rules or"No. 2 Boards"per SPIB rules. 2.4 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Provide all fasteners unless otherwise noted with a hot-dip galvanized(see Section 5500)per ASTM A 153 or of AISI Type 304 stainless steel throughout. B. Nails, Wire,Brads, and Staples: FS FF-N-105. C. Power-Driven Fasteners: National Evaluation Report NER-272. D. Wood Screws: ANSI B18.6.1. E. Lag Bolts: ANSI B18.2.1. F. Bolts: Steel bolts complying with ASTM A 307, Grade A;with ASTM A 563 hex nuts and where indicated flat washers. 2.5 METAL FRA1MING ANCHORS A. General: Provide metal framing anchors of type, size,metal, and finish indicated that comply with requirements specified, including the following: 1. Current Evaluation/Research Reports: Provide products for which model code evaluation/research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with the building code in effect for this Project. 2. Allowable Design Loads: Provide products for which manufacturer publishes allowable design loads that are determined from empirical data or by rational engineering analysis and that are demonstrated by comprehensive testing performed by a qualified independent testing laboratory. B. Galvanized Steel Sheet: Steel sheet zinc-coated by hot-dip process on continuous lines prior to fabrication to comply with ASTM A 525 for Coating Designation G60 and with ASTM A 446, Grade A(structural quality);ASTM A 526(commercial quality); or ASTM A 527(lock-forming quality); as standard with manufacturer for type of anchor indicated. 1. Use galvanized steel framing anchors for carpentry throughout. 2.6 PRESERVATIVE WOOD TREATMENT BY PRESSURE PROCESS A. Hand treat portions of 12 x 12 wood posts that extend below deck as per instructions for treating cut members. B. Pressure treat Douglas fir handrails and bench members to LP-2 standard with Wolmanize pressure treatment or approved equal. ROUGH CARPENTRY 06100-3 New Park at NE 3rd Court and Union Avenue NE PART 3-EXECUTION 3.1 INSTALLATION,GENERAL A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines,with members plumb and true to line and cut and fitted. C. Fit rough carpentry to other construction;scribe and cope as required for accurate fit. Correlate location of furring,nailers,blocking,grounds,and similar supports to allow attachment of other construction. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. E. Countersink nail heads on exposed carpentry work and fill holes. F. Use common wire nails,unless otherwise indicated. Use galvanized finishing nails for fmish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood;predrill as required. 3.2 WOOD GROUNDS,NAILERS,BLOCKING,AND SLEEPERS A. Install wood grounds, nailers,blocking, and sleepers where shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces,unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to framework before concrete placement. END OF SECTION 06100 ROUGH CARPENTRY 06100-4 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 06300 PAGE 1 TIMBER GUARDRAIL PART 1 - GENERAL 1.01 PERMITS A. Obtain and pay for required permits 1.02 DESCRIPTION OF WORK A. All rough carpentry associated with the construction of the Timber Guardrail. B. All metal fasteners to be used in conjunction with rough carpentry construction. 1.03 RELATED WORK DESCRIBED ELSEWHERE A. Preservative Treated Lumber - Section 06311 B. Cast In Place Concrete - Section 03300 1.04 GRADING RULES A. Provide lumber and plywood graded in accordance with official grading rules of the association having jurisdiction; association grade mark and trademark must appear on each piece of material, or each shipment must be accompanied by an official certificate of inspection. 1.05 QUALITY ASSURANCE A. Standards: In addition to complying with all pertinent codes and regulations, all materials of this section shall comply with the pertinent provisions of the following: 1. "West Coast Lumber Inspection Bureau, Rule book 16" for: a. Douglas Fir b. Hem-Fir c. Mountain Hemlock d. Sitka Spruce e. Western Red Cedar 1.06 REFERENCES A. American Wood Preservers Bureau-AWPB Standards for Pressure Treated Material B. Uniform Building Code, 1985 Edition, and Seattle Building Code Supplement, 1983. C. Western Wood Products Association- WWPA Grading Rules for Lumber and Plywood. D. American Institute of Steel Construction- "Specification for the Design,Fabrication, and NEW PARK AT NE Yd COURT AND UNION AVE NE 06300-1 NEW PARK AT NE P COURT AND UNION AVE NE SECTION 06300 PAGE 2 TIMBER GUARDRAIL Erection of Structural Steel". PART 2 - PRODUCTS 2.01 LUMBER-GENERAL A. Provide lumber with moisture content of not more than 19% furnish moisture content certificates, if and when requested. All exposed lumber to be appearance grade or as noted. Ship and store lumber to proctect from exposure to moisture; store in warm, dry place until incorporated into the work. 2.02 WOOD LUMBER A. Pressure Treatment: American Wood Preservers Institute LP-2, hereinafter called AWPI standards. Store treated wood so as to be properly identified and to protect from excessive moisture changes; note that not all wood in the project is to be treated and that treated wood is intended for particular applications. Treated wood should be of one consistent color green tone. M. Guardrail: Posts and rails shall be Pressure-treated Hem Fir shall be used for all posts, top rails and stringers. 2.03 ATTACHMENTS TO CONCRETE A. Where wood engages to concrete, use pressure treated material. 2.04 FRAMING ANCHORS A. Framing anchors shall be galvanized in accordance with ASTM A 123- use Simpson Strong-Tie, or approved, when required by Drawings. Use manufacturer's standard nails or approved equal. 2.06 ROUGH HARDWARE A. Provide all necessary spikes, nails, screws and bolts for proper installation of rough carpentry; sizes and quantities shall be as indicated on Drawings or where not indicated, provide sizes and quantities as required by Code or as directed; provide gold zinc-plated nails for all hardware exposed to moisture. PART 3 - EXECUTION 3.01 GENERAL A. Conform to drawing notes and details. B. Conform to all applicable codes. NEW PARK AT NE 3'COURT AND UNION AVE NE 06300-2 NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 06300 PAGE 3 TIMBER GUARDRAIL 3.02 WORKMANSHIP A. Carefully layout fit and install elements. Use sufficient nails, spikes, and bolts to insure rigidity and permanence. Install work to true lines,plumb and level unless otherwise indicated. 3.08 MISCELLANEOUS A. Provide all miscellaneous carpentry work including furring, blocking,bracing. END OF SECTION NEW PARK AT NE 3 d COURT AND UNION AVE NE 06300-3 DIVISION 7 - THERMAL AND MOISTURE PROTECTION New Park at NE 3'd Court and Union Avenue NE SECTION 07210-BUILDING INSULATION PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Insulation under slabs-on-grade. 2. Concealed building insulation. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of insulation product specified. C. Product test reports from and based on tests performed by a qualified independent testing agency evidencing compliance of insulation products with specified requirements including those for thermal resistance, fire-test-response characteristics,water-vapor transmission,water absorption,and other properties,based on comprehensive testing of current products. 1.4 QUALITY ASSURANCE A. Single-Source Responsibility for Insulation Products: Obtain each type of building insulation from a single source with resources to provide products complying with requirements indicated without delaying the Work. B. Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-response characteristics indicated on Drawings or specified elsewhere in this Section as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1. Surface-Burning Characteristics: ASTM E 84. 2. Fire-Resistance Ratings: ASTM E 119. 1.5 'DELIVERY,STORAGE,AND HANDLING A. Protect insulation materials from physical damage and from deterioration by moisture,soiling,and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing,and protecting during installation. B. Protect plastic insulation as follows: 1. Do not expose to sunlight,except to extent necessary for period of installation and concealment. 2. Protect against ignition at all times. Do not deliver plastic insulating materials to Project site before installation rime. BUILDING INSULATION 07210-1 New Park at NE 3rd Court and Union Avenue NE 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering insulation products that may be incorporated in the work include,but are not limited to,the following: 1. Extruded-Polystyrene Board Insulation: a. Amoco Foam Products Company. b. DiversiFoam Products. C. Dow Chemical Co. d. UC Industries,Inc.;Owens-Corning Co. 2. Glass-Fiber Insulation: a. CertainTeed Corporation. b. Knauf Fiber Glass GmbH. C. Owens-Corning Fiberglas Corporation. d. Schuller International,Inc. 2.2 INSULATING MATERIALS A. General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated;selected from manufacturer's standard thicknesses,widths,and lengths. B. Extruded-Polystyrene Board Insulation: Rigid,cellular polystyrene thermal insulation formed from polystyrene base resin by an extrusion process using hydrochlorofluorocarbons as blowing agent to comply with ASTM C 578 for type and with other requirements indicated below: 1. Type IV, 1.60-lb/cu.ft. (26-kg/cu.m)minimum density,unless otherwise indicated. 2. Surface-Burning Characteristics: Maximum flame-spread and smoke-developed indices of 75 and 450,respectively. C. Faced Mineral-Fiber Blanket Insulation: Thermal insulation combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665,Type III,Class A(blankets with reflective vapor-retarder membrane facing and flame spread of 25 or less);with foil-scrim-kraft, foil-scrim,or foil-scrim-polyethylene vapor-retarder membrane on 1 face. 1. Mineral-Fiber Type: Fibers manufactured from glass. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions,with Installer present,for compliance with requirements of Sections in which substrates and related work are specified and to determine if other conditions affecting performance of insulation are satisfactory. Do not proceed with installation until unsatisfactory conditions have been corrected. BUILDING INSULATION 07210-2 New Park at NE 3rd Court and Union Avenue NE 3.2 PREPARATION A. Clean substrates of substances harmful to insulations or vapor retarders,including removing projections capable of puncturing vapor retarders or that interfere with insulation attachment. 3.3 INSTALLATION,GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. B. Install insulation that is undamaged,dry,unsoiled,and has not been exposed at any time to ice and snow. C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. D. Apply single layer of insulation to produce thickness indicated. 3.4 INSTALLATION OF PERIMETER AND UNDER-SLAB INSULATION A. On vertical surfaces,set units in adhesive applied according to manufacturer's written instructions. Use adhesive recommended by insulation manufacturer. B. Protect top surface of horizontal insulation from damage during concrete work. 3.5 INSTALLATION OF GENERAL BUILDING INSULATION A. Apply insulation units to substrates by method, complying with manufacturer's written instructions. B. Set vapor-retarder-faced units with vapor retarder to warm side of construction,unless otherwise indicated. Do not obstruct ventilation spaces. 1. Tape joints and ruptures in vapor retarder,and seal each continuous area of insulation to surrounding construction to ensure airtight installation. C. Install mineral-fiber blankets in cavities formed by framing members according to the following requirements: 1. Use blanket widths and lengths that fill cavities formed by framing members. Where more than one length is required to fill cavity,provide lengths that will produce a snug fit between ends. 2. Place blankets in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. D. Stuff glass-fiber loose-fill insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. (40 kg/cu.m). 3.6 PROTECTION A. General: Protect installed insulation and vapor retarders from damage due to harmful weather exposures,physical abuse,and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 07210 BUILDING INSULATION 07210-3 New Park at NE 3rd Court and Union Avenue NE SECTION 07411-MANUFACTURED ROOF PANELS PART1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes manufactured roof and soffit panels of the following type: 1. Standing seam roof panels with lapped seam. 2. Perforated metal soffit panels. 3. Metal wall cladding. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 9 Section Gypsum Roof Sheathing Panels. 2. Division 7 Section"Flashing and Sheet Metal"for roof flashing and other sheet metal work. 2. Division 7 Section"Joint Sealants"for field-applied sealants. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data including manufacturer's product specifications,standard details,certified product test results,installation instructions,and general recommendations, as applicable to materials and finishes for each component and for total panel system. C. Samples for initial selection purposes in form of manufacturer's color charts or chips showing full range of colors,textures, and patterns available for roof panels with factory-applied finishes. D. Shop drawings showing layouts of panels on roofs and at soffits; details of conditions at edges,crickets, valleys,hips,cupola,etc.;joints;panel profiles;supports;anchorages; trim;flashings; closures;and special details. Distinguish between factory and field assembly work. Fully describe methods to be used for special shapes and configurations indicated,including any non-standard details to be used. 1.4 QUALITY ASSURANCE A. Wind Uplift: Provide roof panel system including supports meeting requirements of UL 580 for Class 90 wind uplift resistance. B. Field Measurements: Where possible,prior to fabrication of panels,take field measurements of structure or substrates to receive panel system. Allow for trimming panel units where final dimensions cannot be established prior to fabrication. 1.5 DELIVERY,STORAGE,AND HANDLING A. Deliver panels and other components so they will not be damaged or deformed. Package roof panels for protection against transportation damage. MANUFACTURED ROOF PANELS 07411 - 1 New Park at NE 3rd Court and Union Avenue NE B. Handling: Exercise care in unloading,storing,and erecting roof covering panels to prevent bending, warping,twisting,and surface damage. C. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight ventilated covering. Store metal roof panels so that they will not accumulate water. Do not store panels in contact with other materials that might cause staining, denting,or other surface damage. 1.6 WARRANTY A. Finish Warranty: Furnish panel manufacturer's written warranty covering failure of the factory-applied exterior finish on metal roof panels within the warranty period. This warranty shall be in addition to and not a limitation of other rights the Owner may have against the Contractor under the Contract Documents. 1. Warranty period for factory-applied exterior finishes on roof panels is 20 years after the date of Substantial Completion. PART2-PRODUCTS 2.1 METAL ROOF A. Manufacturer: Subject to compliance with requirements,provide roof panels by one of the following: 1• Steel Roof Panels: a. AEP-Span. b. ASC Pacific,Inc. (BHP) C. Berridge Manufacturing Co. 2.2 SHEET MATERIALS A. Structural Quality Aluminum-Zinc Alloy-Coated Steel Sheet: Hot-dip aluminum-zinc-coated steel sheet complying with ASTM A 792 with class AZ-50 coating;Grade 55 or to suit manufacturer's standards. 2.3 METAL FINISHES A. General: Apply coatings either before or after forming and fabricating panels,as required by coating process and as required for maximum coating performance capability. Protect coating either by application of strippable fihn or by packing plastic film or other suitable material between panels in a manner to properly protect the finish. Furnish air-drying spray finish in matching color for touch-up. 1. Color: Cool Old Town Gray. B. Panel Coating: Manufacturer's standard Kynar or equal coating as supplied by AEP Span. 1. Durability: Provide coating that has been field tested under normal range of weathering conditions for minimum of 20 years without significant peel,blister,flake,chip,crack,or check in finish;without chalking;and without fading. 2.4 ROOF PANELS A. Standing Seam Roof Panels: Manufacturer's standard factory-formed standing-seam roof panel system designed for mechanical attachment of panels to roof deck using a concealed clip. Form panels of 0.0239-inch(24-gage)aluminum-zinc-coated steel sheets. 1. Clips: Provide 0.0598-inch(16-gage)panel clips designed to meet negative load requirements. MANUFACTURED ROOF PANELS 07411 -2 New Park at NE 3rd Court and Union Avenue NE 2.5 MISCELLANEOUS MATERIALS A. Fasteners: Self-tapping screws,bolts,nuts, self-locking rivets,self-locking bolts, end-welded studs, and other suitable fasteners designed to withstand design loads. 1. Use corrosion-resistant steel or stainless steel fasteners for exterior application and galvanized or cadmium-plated fasteners for interior applications. 2. Provide concealed fasteners only. B. Felts: Provide asphalt-saturated organic felts conforming to the requirements of ASTM D 226,Type II (No. 30). C. Accessories: Except as indicated as work of another specification Section,provide components required for a complete roof panel system,including trim,copings,fascias,gravel stops, mullions, sills, corner units,ridge closures,clips,seam covers,battens,flashings,sealants,gaskets,fillers,closure strips,and similar items. Match materials and finishes of panels. 1. Closure Strips: Closed-cell,self-extinguishing,expanded cellular rubber or cross-linked polyolefin foam flexible closure strips. Cut or premold to match configuration of roof panels. Provide closure strips where indicated or necessary to ensure weathertight construction. 2. Sealing Tape: Pressure-sensitive 100 percent solids polyisobutylene compound sealing tape with release paper backing. Provide permanently elastic,nonsag,nontoxic,nonstaining tape. 3. Joint Sealant: One-part elastomeric polyurethane,polysulfide, or silicone rubber sealant as recommended by the building manufacturer. 4. Perforated metal soffit panels: Match roof panel material and manufacturer. Color to be light warm gray. 5. Metal sidewall panels: Match roof panel material and manufacturer. Profile to be similar to AEP Span Prestige Series 3-panel concealed fastener system. 4. Gutters and Downspouts: See Section 07700. Same material and finish as roof panels. Furnish and install all accessories required,including straps,brackets,strainers,and fittings,as indicated. Where downspouts connect to interior plumbing system,provide boots and/or fittings and weatherseal as required. 2.6 PANEL FABRICATION A. General: Fabricate and finish panels and accessories at the factory to greatest extent possible,by manufacturer's standard procedures and processes,as required to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and dimensional requirements and with structural requirements. B. Apply bituminous coating or other permanent separation materials on concealed panel surfaces where panels would otherwise be in direct contact with substrate materials that are noncompatible or could result in corrosion or deterioration of either material or finishes. C. Fabricate panel joints with captive gaskets or separator strips,which provide a tight seal and prevent metal-to-metal contact in a manner that will minimize noise from movements within panel system. MANUFACTURED ROOF PANELS 07411 -3 New Park at NE 3rd Court and Union Avenue NE PART 3-EXECUTION 3.1 PANEL INSTALLATION A. General: Comply with manufacturers'instructions and recommendations for installation,as applicable to project conditions and supporting substrates. Anchor panels and other components of the work securely in place,with provisions for thermal and structural movement. 1. Field cutting of exterior panels by torch is not permitted. 2. Install panels with concealed fasteners. 3. Install roof panels over solid substrate with one ply of felt installed from lower edge up with at least 3-inch side laps and 4-inch end laps. B- Accessories: Install components,required for a complete roof panel system,including trim, copings, fascias,gravel stops,ridge and hip closures,clips, seam covers,battens,flashings,gutters,downspouts, sealants,gaskets, fillers,closure strips, and similar items. 1. Install soffit panels using concealed fasteners. Fasten panels to prevent vibration caused by wind and thermal expansion. C. Joint Sealers: Install gaskets,joint fillers,and sealants where indicated and where required for weatherproof performance of panel systems. Provide types of gaskets,sealants,and fillers indicated or, if not otherwise indicated,types recommended by panel manufacturer. 1. Provide weatherseal under ridge and hip cap. Flash and seal roof panels at eave and rake with rubber,neoprene, or other closures to exclude weather. 2• Refer to other Sections of these specifications for product and installation requirements applicable to indicated joint sealers. D. Standing Seam Roof Panel System: Fasten roof panels to supports with concealed clip in accordance with the manufacturer's instructions. 1. Install clips at each support with self-drilling/self-tapping fasteners. 2. At end laps of panels,install tape caulk between panels. 3. Install factory-calked cleats at standing-seam joints. E. Installation Tolerances: Shim and align panel units within installed tolerance of 1/4 inch in 20'-0" on level/plumb/slope and location/line as indicated and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. 3.2 CLEANING AND PROTECTION A. Damaged Units: Replace panels and other components of the work that have been damaged or have deteriorated beyond successful repair by means of finish touch-up or similar minor repair procedures. B. Cleaning: Remove temporary protective coverings and strippable films(if any)as soon as each panel is installed. Upon completion of panel installation,clean finished surfaces as recommended by panel manufacturer,and maintain in a clean condition during construction. END OF SECTION 07411 MANUFACTURED ROOF PANELS 07411-4 New Park at NE 3'd Court and Union Avenue NE SECTION 07620-SHEET METAL FLASHING AND TRIM PART 1 -GENERAL 1.1 . RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes sheet metal flashing and trim in the following categories: 1• Semi-exposed trim,gravel stops, and fasciae. 2• Metal equipment curb support flashing. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 7 Section"Joint Sealants"for elastomeric sealants. 2. Division 7 Roofing Sections for flashing and roofing accessories installed integral with roofing membrane as part of roofing-system work. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data including manufacturer's material and finish data,installation instructions, and general recommendations for each specified flashing material and fabricated product. C. Shop Drawings of each item specified showing layout,profiles,methods of joining,and anchorage details. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in material,design,and extent to that indicated for this Project and with a record of successful in-service performance. 1.5 PROJECT CONDITIONS A. Coordinate Work of this Section with interfacing and adjoining Work for proper sequencing of each installation. Ensure best possible weather resistance,durability of Work,and protection of materials and finishes. PART2-PRODUCTS 2.1 METALS A. Galvanized Steel Sheet: ASTM A 526,G 90(ASTM A 526M,Z 275), commercial quality,or ASTM A 527, G 90(ASTM A 527M,Z 275),lock-forming quality,hot-dip galvanized steel sheet with 0.20 percent copper,not less than 0.0396 inch(1.0 mm)thick,unless otherwise indicated. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Solder: ASTM B 32,Grade Sn50,used with rosin flux. SHEET METAL FLASHING AND TRIM 07620-1 New Park at NE 3rd Court and Union Avenue NE B. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. C. Mastic Sealant: Polyisobutylene;nonhardening,nonskinning,nondrying,nonmigrating sealant. D. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements for joint sealants as specified in Division 7 Section"Joint Sealants." E. Epoxy Seam Sealer: 2-part,noncorrosive,aluminum seam-cementing compound,recommended by aluminum manufacturer for exterior and interior nonmoving joints,including riveted joints. F. Metal Accessories: Provide sheet metal clips,straps,anchoring devices,and similar accessory units as required for installation of Work,matching or compatible with material being installed;noncorrosive; size and thickness required for performance. 2.3 FABRICATION,GENERAL A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual"that apply to the design, dimensions,metal,and other characteristics of the item indicated. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof and weather-resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Form exposed sheet metal Work that is without excessive oil canning,buckling,and tool marks and that is true to line and levels indicated,with exposed edges folded back to form hems. D. Seams: Fabricate nonmoving seams in sheet metal with flat-lock seams. Tin edges to be seamed,form seams,and solder. E. Sealed Joints: Form nonexpansion,but movable,joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. F. Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. G. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. H. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible,noncorrosive metal recommended by sheet metal manufacturer. 1. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of metal being secured. 2.4 SHEET METAL FABRICATIONS A. General: Fabricate sheet metal items of ASC Pacific(BHP)Zincalume as recommended by manufacturer in thickness or weight needed to comply with performance requirements but not less than that listed below for each application and metal. B. Exposed Trim,Gravel Stops,and Fasciae: Fabricate from the following material: 1. Galvanized Steel: 0.0276 inch(0.7 mm)thick. SHEET METAL FLASHING AND TRIM 07620-2 New Park at NE 3rd Court and Union Avenue NE C. Equipment Support Flashing: Fabricate from the following material: 1• Galvanized Steel: 0.0276 inch(0.7 mm)thick. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Unless otherwise indicated,install sheet metal flashing and trim to comply with performance requirements,manufacturer's installation instructions,and SMACNA's "Architectural Sheet Metal Manual." Anchor units of Work securely in place by methods indicated,providing for thermal expansion of metal units;conceal fasteners where possible,and set units true to line and level as indicated. Install Work with laps,joints,and seams that will be permanently watertight and weatherproof. B. Install exposed sheet metal Work that is without excessive oil canning,buckling, and tool marks and that is true to line and levels indicated,with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet(3 m)with no joints allowed within 24 inches(6 10 mm)of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof,form expansion joints of intermeshing hooked flanges,not less than 1 inch(25 nun)deep, filled with mastic sealant(concealed within joints). D. Soldered Joints: Clean surfaces to be soldered,removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches(38 nun),except where pretinned surface would show in finished Work. 1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. E. Sealed Joints: Form nonexpansion,but movable,joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. 1. Use joint adhesive for nonmoving joints specified not to be soldered. F. Seams: Fabricate nonmoving seams in sheet metal with flat-lock seams. Tin edges to be seamed, form seams,and solder; G. Separations: Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces,at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. H. Equipment Support Flashing: Coordinate equipment support flashing installation with roofing and equipment installation. Weld or seal flashing to equipment support member. SHEET METAL FLASHING AND TRIM 07620-3 New Park at NE 3rd Court and Union Avenue NE 3.3 CLEANING AND PROTECTION A. Clean exposed metal surfaces,removing substances that might cause corrosion of metal or deterioration of finishes. B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim work during construction is without damage or deterioration other than natural weathering at the time of Substantial Completion. END OF SECTION 07620 SHEET METAL FLASHING AND TRIM 07620-4 New Park at NE 3`d Court and Union Avenue NE SECTION 07700--GUTTERS AND DOWNSPOUTS MATERIAL 3105-H24 Aluminum. Continuous and seamless(minimum tensile strength 26,000 psi,minimum yield strength 25,000 psi)or equivalent. SHAPE,SIZE AND THICKNESS Five inch"OGEE", .032"thick,equivalent or better. End caps to be .027"gauge. PAINT AND PROTECTIVE COATING Finish shall be a two-coat acrylic finish applied in a two-phase operation which should include a corrosion-inhibiting primer and a baked-on acrylic topcoat. Inside of all gutters and downspouts shall be coated with corrosion inhibiting finish. COLOR Cool Old Town Gray to match exterior siding and roof panels. SEALANT Clear silicone or color matching silicone sealant is to be used at all Joints. HANGER There shall be a spike and ferrule at each rafter end(minimum penetration shall be 1.5"into solid wood). COMMENTS 1. All joints are to overlay 3"held by six rivets and to be sealed with silicone sealant. 2. All downspouts shall be plastic(PVC)pipes and shall be a minimum of 3"diameter. 3. The gutter should be installed with sufficient slope and downspouts so that no overflow occurs. It should be free from standing water when the rain stops. 4. All gutter drops into downspouts shall be the size of the downspout. 5. Gutters should have a minimum 20 year,prorated factory warranty. END OF SECTION 07700 GUTTERS AND DOWNSPOUTS 07700-1 New Park at NE 3`d Court and Union Avenue NE SECTION 07901-JOINT SEALANTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes joint sealers for the following locations: 1. Exterior joints in vertical surfaces and nontraffic horizontal surfaces as indicated below. a. Control and expansion joints in concrete. b. Joints at exterior insulation and finish system. C. Joints between different materials listed above. d. Perimeter joints between materials listed above and frames of doors and windows, louvers and other framed items. e. Control and expansion joints in overhead surfaces. f. Joints in metal roofing and flashings. g. Other joints as indicated. 2. Exterior joints in horizontal traffic surfaces as indicated below: a. Control,expansion,and isolation joints in cast-in-place concrete slabs for floors and paving. b. Other joints as indicated. 3. Interior joints in vertical surfaces and horizontal nontraffic surfaces as indicated below: a. Perimeter joints of exterior openings. b. Perimeter joints between interior wall surfaces and frames of interior doors and windows. C. Perimeter joints of fixtures and piping. d. Other joints as indicated. 4. Interior joints in horizontal traffic surfaces as indicated below: a. Control and expansion joints in cast-in-place concrete slabs. b. Other joints as indicated. B. Sealants for glazing purposes are specified in Division-8 Section"Glass and Glazing." 1.3 SYSTEM PERFORMANCES A. Provide joint sealers that have been produced and installed to establish and maintain watertight and airtight continuous seals. 1.4 SUBMITTALS A. Product Data from manufacturers for each joint sealer product required, including instructions for joint preparation and joint sealer application. B. Samples for Initial Selection Purposes: Manufacturer's standard bead samples consisting of strips of actual products showing full range of colors available,for each product exposed to view. JOINT SEALANTS 07901 -1 New Park at NE 3 d Court and Union Avenue NE C. Certificates from manufacturers of joint sealers attesting that their products comply with specification requirements and are suitable for the use indicated. D. Qualification data complying with requirements specified in"Quality Assurance" article. Include list of completed projects with project name,addresses,names of Engineers and Owners,plus other information specified. E. Compatibility and adhesion test reports from clastomeric sealant manufacturer indicating that materials forming joint substrates and joint sealant backings have been tested for compatibility and adhesion with joint sealants. Include sealant manufacturer's interpretation of test results relative to sealant performance and recommendations for primers and substrate preparation needed to obtain adhesion. F. Product test reports for each type of joint sealers indicated, evidencing compliance with requirements specified. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an Installer who has successfully completed within the last 3 years at least 3 joint sealer applications similar in type and size to that of this Project. B. Single Source Responsibility for Joint Sealer Materials: Obtain joint sealer materials from a single manufacturer for each different product required. 1.6 DELIVERY,STORAGE,AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels informing about manufacturer,product name and designation,color,expiration period for use,pot life,curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturers'recommendations to prevent their deterioration or damage due to moisture,high or low temperatures,contaminants,or other causes. 1.7 PROJECT CONDITIONS A. Environmental Conditions: Do not proceed with installation of joint sealers under the following conditions: 1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturers. 2. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturer or below 40 deg F(4.4 deg C). 3. When joint substrates are wet due to rain,frost,condensation,or other causes. B. Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are less than allowed by joint sealer manufacturer for application indicated. C. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants capable of interfering with their adhesion are removed from joint substrates. PART 2-PRODUCTS 2.1 MATERIALS,GENERAL A. Compatibility: Provide joint sealers,joint fillers and other related materials that are compatible with one another and with joint substrates under conditions of service and application,as demonstrated by sealant manufacturer based on testing and field experience. JOINT SEALANTS 07901 -2 New Park at NE 3`d Court and Union Avenue NE B. Colors: Provide color of exposed joint sealers as selected by Consultant from manufacturer's standard colors. 2.2 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing,elastomeric sealant of base polymer indicated which complies with ASTM C 920 requirements,including those referenced for Type,Grade,Class,and Uses. B. One-Part Mildew-Resistant Silicone Sealant: Type S;Grade NS;Class 25;Uses NT,G,A,and,as applicable to nonporous joint substrates indicated,O;formulated with fungicide;intended for sealing interior joints with nonporous substrates and subject to in-service exposure to conditions of high humidity and temperature extremes. C. One-Part Nonsag Urethane Sealant for Use NT: Type S;Grade NS; Class 25; and Uses NT,M,A,and, as applicable to joint substrates indicated,O. D. One-Part Nonsag Urethane Sealant for Use T: Type S,Grade NS,Class 25, and complying with the following requirements for Uses: 1. Uses T,NT,M,G,A,and, as applicable to joint substrates indicated, O. E. Two-Part Nonsag Urethane sealant for Use NT: Type M,Grade NS, Class 25;Uses NT,M,A and as applicable to joint substrates indicated,O. F. Available Products: Subject to compliance with requirements, elastomeric sealants which may be incorporated in the Work include,but are not limited to,the following: 1. One-Part Mildew-Resistant Silicone Sealant: a. "863 #345 White";Pecora Corp. b. "Proglaze White";Tremco Corp. C. "OmniPlus";Sonneborn Building Products Div.,Rexnord Chemical Products Inc. 2. One-Part Nonsag Urethane Sealant for Use NT: a. "Dynatrol I";Pecora Corp. b. "Sonolastic NP 1";Sonneborn Building Products Div., C. Rexnord Chemical Products Inc. d. "Dymonic";Tremco Inc. 3. One-Part Nonsag Urethane Sealant for Use T: a. "Chem-Calk 900";Bostik Construction Products Div. b. "Permapol RC-1";Products Research&Chemical Corp. C. "Sikaflex-15LM";Sika Corp. 4. Two-Part Nonsag Urethane for Use NT a. "Dymeric 511";Tremco Inc. b. "Dynatrol II";Pecora Corp. c. "Sonolastic NP II";Sonnebom Building Products Div., d. Rexnord Chemical Products Inc. JOINT SEALANTS 07901 -3 New Park at NE 3`d Court and Union Avenue NE 2.3 SOLVENT-RELEASE-CURING JOINT SEALANTS A. Pigmented Small Joint Sealant: Manufacturer's standard,solvent-release-curing,pigmented,synthetic rubber sealant formulated for sealing joints 3/16"or smaller in width. B. Available Products: Subject to compliance with requirements,solvent-release-curing joint sealants which may be incorporated in the Work include,but are not limited to,the following: 1. Pigmented Small Joint Sealant: a. "PTI 200";Protective Treatments,Inc. b. "Tremco Seam Sealer";Tremco Inc. 2.4 LATEX JOINT SEALANTS A. Acrylic-Emulsion Sealant: Manufacturer's standard,one part,nonsag,mildew-resistant, acrylic-emulsion sealant complying with ASTM C 834,formulated to be paintable and recommended for exposed applications on interior locations involving joint movement of not more than plus or minus 5 percent. B. Available Products: Subject to compliance with requirements,latex joint sealants which may be incorporated in the Work include,but are not limited to,the following: I. Acrylic-Emulsion Sealant: a. "AC-20";Pecora Corp. b. "Sonolac"; Sonneborn Building Products Div.; Rexnord Chemical Products, Inc. C. "Tremco Acrylic Latex 834";Tremco Inc. 2.5 MISCELLANEOUS JOINT SEALANTS A. Butyl-Polyisobutylene Sealant: Manufacturer's standard,solvent-release-curing,butyl-polyisobutylene sealant complying with AAMA 809.2,recommended for concealed joints. B. Available Products: Subject to compliance with requirements,products which may be incorporated in the Work include,but are not limited to,the following: 1. Butyl-Polyisobutylene Sealant: a. "PTI 404";Protective Treatments,Inc. 2.6 JOINT SEALANT BACKING A. General: Provide sealant backings of material and type which are nonstaining;are compatible with joint substrates,sealants,primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Plastic Foam Joint Fillers: Preformed,compressible,resilient,nonwaxing,nonextruding strips of flexible,nongassing plastic foam of material indicated below;nonabsorbent to water and gas;and of size,shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 1. Either open-cell polyurethane foam or closed-cell polyethylene foam,unless otherwise indicated, subject to approval of sealant manufacturer, for cold-applied sealants only. C. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid,inflexible joint filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. JOINT SEALANTS 07901 -4 New Park at NE 3'd Court and Union Avenue NE 2.7 MISCELLANEOUS MATERIALS A. Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated,as determined from preconstruction joint sealer-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Provide nonstaining,chemical cleaners of type which are acceptable to manufacturers of sealants and sealant backing materials,which are not harmful to substrates and adjacent nonporous materials,and which do not leave oily residues or otherwise have a detrimental effect on sealant adhesion or in-service performance. C. Masking Tape: Provide nonstaining,nonabsorbent type compatible with joint sealants and to surfaces adjacent to joints. PART 3-EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealers,for compliance with requirements for joint configuration,installation tolerances and other conditions affecting joint sealer performance. Do not proceed with installation of joint sealers until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealers to comply with recommendations of joint sealer manufacturers and the following requirements: 1. Remove all foreign material from joint substrates which could interfere with adhesion of joint sealer,including dust;paints,oil;grease;waterproofing;water repellents;water; surface dirt; and frost. 2. Clean concrete and similar porous joint substrate surfaces,by brushing,grinding,blast cleaning, mechanical abrading,or a combination of these methods to produce a clean,sound substrate capable of developing optimum bond with joint sealers. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil-free compressed air. 3. Remove laitance and form release agents from concrete. 4. Clean metal,glass and other nonporous surfaces by chemical cleaners or other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealers. B. Joint Priming: Prime joint substrates where recommended by joint sealer manufacturer based on preconstruction joint sealer-substrate tests or prior experience. Apply primer to comply with joint sealer manufacturer's recommendations. Confine primers to areas of joint sealer bond,do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces which otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALERS A. General: Comply with joint sealer manufacturers'printed installation instructions applicable to products and applications indicated,except where more stringent requirements apply. JOINT SEALANTS 07901-5 New Park at NE 3rd Court and Union Avenue NE B. Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C 962 for use of joint sealants as applicable to materials,applications and conditions indicated. C. Solvent-Release-Curing Sealant Installation Standard: Comply with requirements of ASTM C 804 for use of solvent-release-curing sealants. D. Latex Sealant Installation Standard: Comply with requirements of ASTM C 790 for use of latex sealants. E. Installation of Sealant Backings: Install sealant backings to comply with the following requirements: 1. Install joint fillers to provide support of sealants during application and at position required to produce the cross-sectional shapes and depths of installed sealants relative to joint widths which allow optimum sealant movement capability. a. Do not leave gaps between ends of joint fillers. b. Do not stretch,twist,puncture,or tear joint fillers. C. Remove absorbent joint fillers which have become wet prior to sealant application and replace with dry material. 2. Install bond breaker tape between sealants and joint fillers,or back of joints where adhesion of sealant to surfaces at back of joints would result in sealant failure. F. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates,completely filling recesses provided for each joint configuration,and providing uniform,cross-sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. G. Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning or curing begins,tool sealants to form smooth,uniform beads of configuration indicated,to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint.Do not use tooling agents which discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. 1. Provide concave joint configuration per Figure 6A in ASTM C 962,unless otherwise indicated. 3.4 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealers during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If,despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and installations with repaired areas indistinguishable from original work. JOINT SEALANTS 07901-6 New Park at NE 3"'Court and Union Avenue NE 3.6 SEALANT SCHEDULE Location Sealant Twe Exterior and Interior Horizontal(traffic)Joints 1 part Nonsag or Pourable Urethane for Use T Exterior Vertical Joints and Interior Working Joints, 1 part Nonsag Urethane for except at Exterior Insulation and Finish System Use NT Under Thresholds Butyl Polyisobutylene Around Pipes and Fixtures One part Mildew Resistant Silicone Interior Non Working Joints Acrylic Emulsion Small Joint Sealer for Interior Use Pigmented Synthetic Rubber Joints in Metal Roofing and Flashings 1 Part Nonsag Urethane for Use NT END OF SECTION 07901 JOINT SEALANTS 07901-7 DIVISION 8 - DOORS AND WINDOWS New Park at NE 3rd Court and Union Avenue NE SECTION 0811"TEEL DOORS AND FRAMES PART 1 -GENERAL 1.1 REGULATIONS A. Conform to requirements of Uniform Building Code. 1.2 STANDARD SPECIFICATIONS A. Conform with Steel Door Institute Specifications and hereinafter called SDI, as modified and supplemented hereinafter. 1.3 SUBMITTALS A. Shop Drawings: Submit for approval;show reinforcements,joints, welds,anchors,provisions for hardware and other pertinent items. Identify doors by both door schedule and finish hardware schedule numbers. B. Product Data: Submit manufacturers'published literature for specified products and accessories as applicable, including manufacturers' specifications,physical characteristics and performance data. Submit as a supplement,manufacturers' instructions and directions for application if not included in manufacturers'published literature. C. Certificate: Furnish letter from manufacturer stating that doors and frames delivered to the project conform with the Contract Document requirements. PART 2-PRODUCTS 2.1 STANDARD DOORS AND FRAMES A. Flush Doors: Unless otherwise specified,conform to SDI 100,Grade 111,Model 2 full flush. Doors shall be zinc-coated. Provide polystyrene rigid insulation core at all exterior doors. B. Frames: Provide frames where indicated. Conform to SDI 100,for Grade III door,welded type steel frames. Frames to be zinc coated. C. Other materials: Provide all other materials, equipment,tools,and methods required for completion of the fabrication,erection,and finishing of steel hollow metal doors and frames as indicated. 2.2 FABRICATION A. Execute in strict accordance with best steel cabinet craftsmanship; cut,punch,form and miter to hairline measurements;re-roll,hammer level,and straighten steel for flat surfaces;fabricate work to be strong,rigid and neat in appearance,free from warpage and buckle;make corner bends true,straight, and to minimum radius for gauge of metal. Make exposed joints practically invisible;use welding wherever possible in preference to screws,bolts and nuts;grind,fill and dress all welds smooth. B. Tolerances: Provide edge clearances as follows: 1. Between steel doors and frames,at heads and jambs: 1/8". 2. At sills, where no threshold is used: 3/8"maximum. C. Frame Finishes: Shop-finish inside of frames to be grouted with coat of water-resistant bituminous paint;shop-apply 1 coat of manufacturer's standard prime coat to exposed surfaces;leave ready to receive finish painting specified in Section 09900. D. Door Finishes; Apply 1 coat of manufacturer's standard prime coat. STEEL DOORS AND FRAMES 08110-1 New Park at NE 3rd Court and Union Avenue NE E. Provisions for Hardware: Mortise,reinforce and tap doors and frames at factory for hardware;do work to template furnished by hardware supplier as specified in Section 08710; drill for door silencers as required;provide plaster guards at strike pockets and door silencer locations. F. Reinforcement for Hardware: Conform with Standard Specifications. Spot weld reinforcements to doors and frames in accurate locations. G. Miscellaneous: Provide reinforcement for closers,whether or not closers are listed in hardware schedule. H. Floor Anchors: Clip angles,not lighter than 14-gauge,welded to bottom of each jamb;provide with extensions and holes to receive floor fasteners;arrange for field adjustments as required. I. Jamb Anchors: Provide 1 anchor for each 30"of height,but not less than 3 for each jamb,unless otherwise indicated. 1. Concrete Masonry Walls: Frame stiffeners of 2"cold-rolled channels with galvanized finish; punch stiffeners to receive anchors and weld. Provide Wej-It Flat head,nose section expansion screws,3/8"diameter by 4-1/2"length. Locate stiffeners and anchors near floor at jambs,near corners at head. PART 3-EXECUTION 3.1 ERECTION A. Install frames in accurate locations as indicated,plumb,rigid and in true alignment; secure frames to floors with expansion bolts set in lead shields or power-driven anchors;brace frames to retain position and continuously check alignment during construction of adjacent walls. Adjust frame locations using shims as necessary before fastening,secure to wall construction and seal joint of adjacent construction with sealant specked in Section 07920. Install doors with proper clearances. Adjust hardware as required. B. Door Installation: 1. Install doors with clearances specified in SDI-100. Fit doors accurately in their respective frames. 2. Install finish hardware as specified in Section 08170,Finish Hardware. Adjust hardware as required. C. Immediately after erection,sand smooth all rusted and damaged areas of prime coat, and apply touch- up of compatible air drying primer. D. Thoroughly clean all surfaces. See Section 09900 for preparation,priming and painting. END OF SECTION 08110 STEEL DOORS AND FRAMES 08110-2 New Park at NE 3`d Court and Union Avenue NE SECTION 08610-FIXED SKYLIGHT PART1 -GENERAL 1.01 SECTION INCLUDES A. Production fabricated wood fixed skylight and exterior maintenance free cladding with accessories as indicated on window schedule. 1.02 REFERENCE STANDARDS A. ANSI/ASTM E 283-Rate of Air Leakage Through Exterior Windows,Curtain Walls,and Doors. B. ANSUASTM E 330-Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C. ANSI/ASTM E 331 -Test Method for Water Penetration of Exterior Windows, Curtain Walls,and Doors by Static Air Pressure Difference. D. AAivMA/WDMA 1600/IS7-Voluntary Specifications for Skylights. E. ICBO Evaluation Services Acceptance Criteria AC 17—Acceptance Criteria for Sloped Glass Glazing in Solariums,Patio Covers and Prefabricated Skylights. F. National Evaluation Service Committee Report No.NER-216. G. National Fenestration Rating Council,NFRC— 100,Procedure for Determining Fenestration Product U-factors. H. National Fenestration Rating Council,NFRC—200,Procedure for Determining Fenestration Product Solar Heat Gain Coefficients at Normal Incidence. I. National Fenestration Rating Council,NFRC 300,Procedures for Determining Solar Optical Properties of Simple Fenestration Products. J. Occupational Safety&Health Administration,OSHA(Standards—29 CFR 1910.23,Guarding Floor and Wall Openings and Holes. 1.03 QUALITY ASSURANCE A. Wood fixed skylight with exterior maintenance free cladding and all accessories and components required for complete and weatherproof installation shall be manufactured to the highest standards of quality and craftsmanship in accordance with Manufacturing Standards. 1.04 SYSTEM DESCRIPTION A. Skylight: Wood frame,exterior maintenance free cladding,production fabricated,flashings,glass and glazings, and anchorage. B. Configuration: Fixed. 1.05 PERFORMANCE REQUIREMENTS A. Model FS fixed skylight to withstand dead and live loads caused by pressure and uplift of wind acting normal to plane of roof as tested to AAMA/WDMA 1600/IS7 to an exterior pressure of 2.30—7.13 KPa(48-149 psf)and an interior pressure of 2.68—7.95 KPa(58- 166 psf)and measured in accordance with ANSUASTM E 330 FIXED SKYLIGHT 08610-1 New Park at NE 3`d Court and Union Avenue NE B. Limit member deflection to flexure limit of glass with full recovery of glazing materials. C. System to accommodate,without damage to components or deterioration of seals,movement between I.G.unit and perimeter framing. D. Air leakage through assembly limited to 0.25 L/s/m2(0.05 cfm/ft)of total unit inside perimeter, measured at a reference differential pressure across assembly of 75 Pa(1.57 psf)as measured in accordance with AAMA/WDMA/1600/IS7 and ANSFASTM E 283. E. Water infiltration: No water penetration noted when measured in accordance with AAMA/WDMA/1600/IS7 and ANSI/ASTM E 331 with a test pressure differential of 290 Pa(6.0 psf). F. Gasketing designed to drain water entering joints, condensation occurring in glazing channel,or migrating moisture occurring within system,to exterior by drainage network. G. Thermal Performance: Tested and certified in accordance with NFRC 100 and 200 procedures. H. Fall Protection: Model FS with laminated glass(0074)tested to meet or exceed the intent of OSHA 29 CFR 1910.23(e)(8)for fall protection. Model FS tested to 1400 ft/lbs with no glass breakage. 1.06 SUBMITTALS A. Manufacturer's unit dimensions,rough opening and finished framing dimensions,affected related work,and installation requirements are shown in manufacturer's installation instructions. B. Product Data: For Model FS fixed skylight, glazing options and accessories are indicated in manufacturer's printed material. 1.07 DELIVERY,HANDLING,STORAGE A. Deliver products in manufacturer's original containers, dry,undamaged,seals and labels intact. B. Store and protect products in accordance with manufacturer's recommendations. PART2-PRODUCTS 2.01 MANUFACTURER A. VELUX America Inc.product Model FS fixed skylight and flashing systems as specified in this section and as manufactured by VELUX America Inc. Skylights to be VELUX America model FS 606. 2.02 MATERIALS A. Wood: Kiln-dried, laminated Nordic Pine(Specific Gravity 0.51),temporarily treated for mold and mildew for transparent or opaque interior finish. B. Maintenance free exterior cladding:Roll formed 0.65 mm aluminum pre-finished production engineered and fabricated to fit exterior exposed surfaces(Alloy AA 3003 H12 and AA 3003 H16). C. Fasteners: #8x1 washerhead,Phillips, 1/1,stainless steel,black for exterior maintenance free cladding. 2.03 COMPONENTS A. Weather stripping: Factory applied neoprene weather stripping throughout entire frame,profiled to effect weather seal. B. Fittings: Surface treatment with electro-galvanized,chromate passivated yellow. FIXED SKYLIGHT 08610-2 New Park at NE 3rd Court and Union Avenue NE C. Mounting brackets: Factory installed stamped steel,surface treatment electro-galvanized, chromate passivated yellow. D. Fasteners: 1'/0"galvanized ring shank nail for mounting brackets,six per bracket. 2.04 GLASS AND GLAZING MATERIALS A. Standard 5/8"overall dual sealed insulated glass unit. Stainless steel spacer with desiccant,primary seal polyisobutylene, secondary seal silicone. B. Gasketing: Each I.G.unit dry glazed with chloroprene gasket,no sealants. C. Description of glazing: Type 0099 23 (White Laminated)Laminated Low-E Gas Filled:Exterior lite 3 mm(1/8")clear tempered with Low-E2 coating on surface#2, 11.1 mm(0.44")air space filled with argon gas, interior lite two plies of 2.3 mm(0.090")heat-strengthened laminated with 0.76 nun (0.030")white vinyl interlayer. 2.05 FLASHING A. Type EDM Flashing is a prefabricated flashing system designed for use with metal roofing materials and for roof slopes of 3:12(15 degrees)to 85 degrees. Sill flashing section consists of corrugated apron to allow form fit of roofing material profile. 2.06 FABRICATION A. Fabricate frame with slip joint/lock corners glued and nailed for hairline,weather tight fit. B. Fabricate frame components within minimum tolerances enabling installation and movement of frame and dynamic movement of perimeter weather stripping. C. Permit external drainage channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through gasketing. D. All units factory glazed with chloroprene gasketing. 2.07 FINISHES A. Exterior surfaces: Exposed exterior wood surfaces to be covered with roll-formed maintenance free cladding pieces.Aluminum has umber grey,Kynar® 500 polyvinylidene fluoride resin finish. B. Maintenance free flashing: Roll formed aluminum,umber grey,baked on polyester polyamid primer and finish coats. C. Interior surface: All exposed interior wood surfaces to be clear unfinished wood. PART 3-EXECUTION 3.01 EXAMINATION A. Verify rough opening dimensions and proper orientation of skylight. 3.02 INSTALLATION A. Install skylight in accordance with manufacturer's installation instructions. B. Align skylight level,free of warp or twist,maintain dimensional tolerances. FIXED SKYLIGHT 08610-3 New Park at NE 3"'Court and Union Avenue NE C. Attach skylight to roof sheathing with manufacturer's brackets and screws and nails to accommodate construction tolerances and other irregularities. D. Provide thermal isolation when components penetrate or disrupt building insulation. Pack fibrous insulation in rough opening to maintain continuity of thermal barriers. E. Coordinate attachment and seal of perimeter air and vapor barrier material. F. Install manufacturer's engineered perimeter flashing in accordance with manufacturer's installation instructions to achieve weather tight installation. END OF SECTION 08610 FIXED SKYLIGHT 08610-4 New Park at NE 3`d Court and Union Avenue NE SECTION 08710—FINISH HARDWARE PART 1 -GENERAL 1.1 SCOPE A. Work under this section includes the finish and security hardware requirements for the project. Items not specifically mentioned but necessary to complete the work shall be finished matching the items specified in quality and finish. All work to be coordinated with that shown on the door schedule and drawings. 1.2 QUALITY CONTROL A. SUPPLIER: Finish hardware shall be supplied by recognized supplier who has been furnishing hardware in the same area as the project for a period of not less than two years. The supplier's organization shall include a member of the American Society of Architectural Hardware Consultants who is available at all reasonable times during the course of the work to meet with the Owner, Architect or Contractor as necessary for project hardware consultation. B. INSTALLER: Finish hardware shall be installed only by experienced tradesmen,either at the door and frame Fabrication Plant or at the project site. C. CODES: 1. All finish hardware shall comply with applicable local and/or state current building codes. 1.3 SUBNHTTALS A. MANUFACTURER'S DATA: Submit three(3)copies of Manufacturer's data for each item of finish hardware. B. HARDWARE SCHEDULE: L At the earliest possible date,submit three(3)copies of finish hardware schedule, organized into "Hardware Sets"and indicating complete designation of every item required for each door or opening. List in vertical form. Review of door and hardware schedules does not relieve the Contractor of responsibility to fulfill project requirements in accordance with Contract documents. C. TEMPLATES: Furnish hardware templates for fabricators of doors,frames and other work to be factory prepared for hardware. Upon request,check shop drawings of such other work to confirm that adequate provision will be made for the proper installation of hardware. 1.4 PRODUCT HANDLING AND STORAGE A. PACKAGING: Each item or package is to be separately tagged with identification related to final hardware schedule. Basic installation instructions shall be included. 1.5 GUARANTEE A. Finish hardware shall be guaranteed against defects in workmanship and operation for a period of one year,backed by a factory guarantee of the hardware manufacturer,except the door closers shall be so guaranteed for five years. FINISH HARDWARE 08710-1 New Park at NE 3"Court and Union Avenue NE PART 2-PRODUCTS 2.1 MANUFACTURERS A. Items used are from the catalogs of McKinney Florencliff Best Glynn-Johanson Norton Builders Brass B. Except as listed,no substitutions will be allowed unless requested. Requests for approval of items other than shown must be made to the Architect,accompanied by physical samples of items proposed for substitution in accordance with Section 01340. No substitutions will be allowed after bid opening. 2.2 BUTTS A. Manufacturer listed: McKinney B. Acceptable substitutions: Lawrence, Stanley C. Size: 4-1/2"X 4-1/2" D. Type: As listed. E. Quantity: 1-1/2 pair up to and including 90"in height. F. For unusual size or weight doors,furnish type,size and quantity recommended by the butt manufacturer. G. All lockable outswing doors to have nonremovable pins(NRP set screw in barrel). 2.3 DEADBOLTS A. Manufacturer listed: Best Lock Corp. B. Acceptable substitutions: None. C. Design: Tubular Dead Lock D. Backset: 3-3/4"8 line,2-3/4' 8100. 2.4 DOOR CLOSERS,SURFACE A. Manufacturer listed: Norton 7500 Series US26D B. Acceptable substitutions: None. C. Furnish drop plates where required. D. Furnish shoe supports closers as required. KICK PLATES A. Manufacturer listed: Builders'Brass#37 B. Finish: US32D C. Size: 10"X34" 2.6 STOPS,HOLDERS,AND MISCELLANEOUS A. Manufacturer listed: Glynn-Johnson,Checkmate B. Acceptable substitutions: Ives,Baldwin C. Provide WB60 wall stops to suit conditions. US 26 D 2.7 WEATHERSTRIP AND THRESHOLD A. Manufacturer listed: Pemko B. Acceptable substitutions: Reese FINISH HARDWARE 08710-2 New Park at NE 3rd Court and Union Avenue NE C. Provide stainless steel machine screws and lead expansion shields for all thresholds. Finish of threshold to be clear anodized. 2.8 DOOR SILERCERS A. Manufacturer listed: Glynn-Johnson B. Acceptable substitutions: Ives C. Quantity: Furnish three(3)for each single door frame,and four(4)for each pair of door frames. D. Type: 64 or 65 2.9 KEYING A. All cylinder items shall be master and individually keyed as directed. Keying shall be established at a key conference attended by the Owner and Hardware Supplier. Provide permanent key schedules acceptable to the Owner. Keys: Provide 3 for each cylinder unit. (Except as amended at key conference.) 2.10 FINISH A. All hardware to be dull chrome(US26D finish or US32D). PART 3-EXECUTION 3.1 INSTALLATION A. Installation by skilled mechanics to Architect's satisfaction. Conform strictly to manufacturer's templates and directions. Conform to referenced UB and UL requirements. B. Adjust movable parts to operate perfectly at time of final acceptance. C. Make further adjustments required during guarantee period. D. Replace hardware which has been damaged by use when damage is caused by faulty installation. E. Use cast-in-place anchor bolts or steel expansion shields for all items supported by,or on,new concrete. F. Place door stops and holders to allow maximum swing. Doors not to contact anything but stop. G. Hardware placement: Locate hardware on doors as follows: 1. Comply with handicapped code where more stringent requirements are indicated 2. Dimensions are from the finished floor to centerline unless shown otherwise. a. Butts: Asper approved metal jambs. b. Deadlocks: 60"centerline strike. C. Push latches: 42"centerline strike. d. All other items per manufacturer's instructions or as directed. 3. After erection and glazing,check and adjust all operating hardware. 4. Protection and cleaning: After installation,clean interior and exterior metal surfaces of all mortar,plaster,paint and other contaminants. FINISH HARDWARE 08710-3 New Park at NE 3rd Court and Union Avenue NE 3.2 HARDWARE GROUPS A. HW-1 (Restroom Doors),each to have: 1 1/2 pr.Butts McKinney TA 2314 4-1/2 X 4-1/2 US32D 1 Cylinder&Deadlock Bestlock Co. US26D 1 Closer Norton P-7500 S.S.-AL-TBG 1 Stop Wall Stop by Glynn-Johnson 1 Threshold Pemko#171A AS with 512 aluminum 1 Kickplate Builders Brass#37-US32D 1 Push Plate Builders Brass#47 X 290D-US32D 1 Pull Plate Builders Brass#47D-US32D B. HW-2 (Service Door),to have: 1 1/2 pr.Butts McKinney TA/2314, 4-1/2 X 4-1/2 US32D 1 Stop Wall Stop by Glynn-Johnson 1 Cylinder&Deadlock Bestlock Co.-US26D 1 Pull Builders Brass#47D US 32D 1 Threshold Pemko#159 AS with 5/2 aluminum END OF SECTION 08710 FINISH HARDWARE 08710-4 DIVISION 9 - FINISHES New Park at NE 3rd Court and Union Avenue NE SECTION 09255-GYPSUM BOARD ASSEMBLIES PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Nonload-bearing steel framing members for gypsum board assemblies. 2. Gypsum board assemblies attached to steel framing. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 5 Section"Cold-Formed Metal Framing"for load-bearing steel framing. 2. Division 9 Section"Gypsum Sheathing"for installations over steel framing. 1.3 DEFINITIONS A. Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA-505 for definitions of terms for gypsum board assemblies not defined in this Section or in other referenced standards. 1.4 ASSEMBLY PERFORMANCE REQUIREMENTS A. Fire Resistance: Provide gypsum board assemblies with fire-resistance ratings indicated. 1.5 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of product specified. C. Shop Drawings showing locations,fabrication,and installation of control and expansion joints including details of components,and attachments to other units of Work. 1.6 QUALITY ASSURANCE A. Single-Source Responsibility for Steel Framing: Obtain steel framing members for gypsum board assemblies from a single manufacturer,unless otherwise indicated. B. Single-Source Responsibility for Panel Products: Obtain each type of gypsum board and other panel products from a single manufacturer. C. Single-Source Responsibility for Finishing Materials: Obtain finishing materials from either the same manufacturer that supplies gypsum board and other panel products or from a manufacturer acceptable to gypsum board manufacturer. D. Fire-Test-Response Characteristics: Where fire-resistance-rated gypsum board assemblies are indicated,provide gypsum board assemblies that comply with the following requirements: 1. Gypsum board assemblies indicated are identical to assemblies tested for fire resistance according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. GYPSUM BOARD ASSEMBLIES 09255-1 New Park at NE 3`d Court and Union Avenue NE 1.7 DELIVERY,STORAGE,AND HANDLING A. Deliver materials in original packages,containers,or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight,surface contamination,corrosion,construction traffic,and other causes. Neatly stack gypsum panels flat to prevent sagging. 1.8 PROJECT CONDITIONS A. Environmental Conditions,General: Establish and maintain environmental conditions for applying and finishing gypsum board to comply with ASTM C 840 requirements or gypsum board manufacturer's recommendations,whichever are more stringent. B. Room Temperatures: For nonadhesive attachment of gypsum board to framing,maintain not less than 40 deg F(4 deg C). Do not exceed 95 deg F(35 deg C)when using temporary heat sources. C. Ventilation: Ventilate building spaces as required to dry joint treatment materials. Avoid drafts during hot,dry weather to prevent finishing materials from drying too rapidly. PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the Work include,but are not limited to,the following: 1. Steel Framing and Furring: a. Dale Industries,Inc. b. Marino/Ware(formerly Marino Industries Corp.). C. National Gypsum Co.;Gold Bond Building Products Division. d. Unimast,Inc. 2. Gypsum Board and Related Products: a. Domtar Gypsum b. Georgia-Pacific Corp. C. National Gypsum Co.;Gold Bond Building Products Division. d. United States Gypsum Co. B. Available Products: Subject to compliance with requirements,products that may be incorporated in the Work where proprietary gypsum wallboard is indicated include,but are not limited to,the following: 1. Gyprock Fireguard C Gypsum Board;Domtar Gypsum. 2. Firestop Type C;Georgia-Pacific Corp. 3. Fire-Shield G;National Gypsum Co.;Gold Bond Building Products Division. 4. SHEETROCK Brand Gypsum Panels,FIRECODE C Core;United States Gypsum Co. 5. SHEETROCK Brand Gypsum Panels,ULTRACODE Core;United States Gypsum Co. 2.2 STEEL FRAMING COMPONENTS FOR SUSPENDED AND FURRED CEILINGS A. General: Provide components complying with ASTM C 754 for conditions indicated. GYPSUM BOARD ASSEMBLIES 09255-2 New Park at NE 3r'Court and Union Avenue NE B. Wire Ties: ASTM A 641 (ASTM A 641M),Class 1 zinc coating,soft temper,0.062 inch(1.6 mm) thick. C. Wire Hangers: ASTM A 641 (ASTM A 641M),Class 1 zinc coating, soft temper,0.162-inch(4.1- mm)diameter. D. Hanger Rods: Mild steel and zinc coated or protected with rust-inhibitive paint. E. Flat Hangers: Mild steel and zinc coated or protected with rust-inhibitive paint. F. Channels: Cold-rolled steel, 0.0598-inch(1.5-mm)minimum thickness of base(uncoated)metal and 7/16-inch-(11.1-mm-)wide flanges, and as follows: 1. Carrying Channels: 1-1/2 inches(38.1 mm)deep,475 lb/1000 feet(70 kg/100 m),unless otherwise indicated. 2. Furring Channels: 3/4 inch(19.1 mm)deep,300 lb/1000 feet(45 kg/100 m),unless otherwise indicated. 3. Finish: Rust-inhibitive paint at interior locations,unless otherwise indicated. 4. Finish: ASTM A 653,G 60(ASTM A 653M,Z 180)hot-dip galvanized coating for framing for exterior soffits and where indicated. G. Steel Rigid Furring Channels: ASTM C 645,hat shaped,depth of 7/8 inch(22.2 mm),and minimum thickness of base(uncoated)metal as follows: I. Thickness: 0.0179 inch(0.45 mm),unless otherwise indicated. 2. Protective Coating: ASTM A 653,G 40(ASTM A 653M,Z 90)hot-dip galvanized coating. 2.3 STEEL FRAMING FOR WALLS AND PARTITIONS A. General: Provide steel framing members complying with the following requirements: 1. Protective Coating: ASTM A 653,G 40(ASTM A 653M,Z 90)hot-dip galvanized coating. B. Steel Studs and Runners: ASTM C 645,with flange edges of studs bent back 90 degrees and doubled over to form 3/16-inch-(5-mm-)wide minimum lip(return),and complying with the following requirements for minimum thickness of base(uncoated)metal and for depth: 1. Thickness: 0.0179 inch(0.45 mm),unless otherwise indicated. 2. Thickness: 0.0329 inch(0.84 mm)as follows: a. For head runner,sill runner,jamb,and cripple studs at door and other openings. 3. Depth: As indicated. C. Deflection Track: Manufacturer's standard top runner designed to prevent cracking of gypsum board applied to interior partitions resulting from deflection of the structure above fabricated from steel sheet complying with ASTM A 653(ASTM A 653M)or ASTM A 568(ASTM A 568M). Thickness as indicated for studs,and width to accommodated depth of studs,and of the following configuration: I. Top runner with 2-1/2-inch-(63.5-mm-)deep flanges that either have V-shaped offsets that compress when pressure is applied from construction above or have slots 1 inch(25.4 nun)o.c. that allow fasteners attached to studs through the slots to accommodate structural movement by slipping. GYPSUM BOARD ASSEMBLIES 09255-3 New Park at NE 3rd Court and Union Avenue NE D. Fasteners for Metal Framing: Provide fasteners of type,material,size,corrosion resistance,holding power,and other properties required to fasten steel framing and fin-ring members securely to substrates involved; complying with the recommendations of gypsum board manufacturers for applications indicated. 2.4 GYPSUM BOARD PRODUCTS A. General: Provide gypsum board of types indicated in maximum lengths available that will minimize end-to-end butt joints in each area indicated to receive gypsum board application. 1. Widths: Provide gypsum board in widths of 48 inches. B. Gypsum Wallboard: ASTM C 36 and as follows: 1. Type: Regular for vertical surfaces,unless otherwise indicated. 2. Type: Type X where required for fire-resistance-rated assemblies. 3. Type: Sag-resistant type for ceiling surfaces. 4. Edges: Tapered and featured(rounded or beveled)for prefilling. 5. Thickness: 5/8 inch(15.9 mm),unless otherwise indicated. C. Exterior Gypsum Soffit Board: ASTM C 931,with manufacturer's standard edges,of type and thickness indicated below: 1. Type: Regular,unless otherwise indicated. 2. Type: Type X where required for fire-resistance-rated assemblies and where indicated. 3. Thickness: 5/8 inch(15.9 mm),unless otherwise indicated. D. Water-Resistant Gypsum Backing Board: ASTM C 630 and as follows: 1. Type: Regular,unless otherwise indicated. 2. Type: Type X where required for fire-resistance-rated assemblies and where indicated. 3. Thickness: 5/8 inch(15.9 mm),unless otherwise indicated. 2.5 TRIM ACCESSORIES A. Accessories for Interior Installation: Comerbead,edge trim, and control joints complying with ASTM C 1047 and requirements indicated below: 1. Material: Formed metal,with metal complying with the following requirement: a. Steel sheet zinc coated by hot-dip or electrolytic process,or steel sheet coated with aluminum or rolled zinc. 2. Shapes indicated below by reference to Fig. 1 designations in ASTM C 1047: a. Comerbead on outside corners,unless otherwise indicated. b. LC-bead with both face and back flanges;face flange formed to receive joint compound. Use LC-beads for edge trim,unless otherwise indicated. GYPSUM BOARD ASSEMBLIES 09255-4 New Park at NE 3rd Court and Union Avenue NE C. One-piece control joint formed with V-shaped slot and removable strip covering slot opening. B. Accessory for Curved Edges: Cornerbead formed of metal,plastic,or metal combined with plastic, with either notched or flexible flanges that are bendable to curvature radius. C. Accessories for Exterior Installations: Cornerbead,edge trim,and control joints formed from steel sheet zinc coated by hot-dip process or rolled zinc complying with ASTM C 1047,in shapes indicated below by reference to Fig. 1 designations in ASTM C 1047. 1. Cornerbead on outside comers,unless otherwise indicated. 2. Edge trim complying with shape LC-bead per Fig. 1,unless otherwise indicated. 3. One-piece control joint formed from rolled zinc with V-shaped slot and removable strip covering slot opening. 2.6 JOINT TREATMENT MATERIALS A. General: Provide joint treatment materials complying with ASTM C 475 and the recommendations of both the manufacturers of sheet products and of joint treatment materials for each application indicated. B. Joint Tape for Gypsum Board: Paper reinforcing tape,unless otherwise indicated. 1. Use pressure-sensitive or staple-attached,open-weave,glass-fiber reinforcing tape with compatible joint compound where recommended by manufacturer of gypsum board and joint treatment materials for application indicated. C. Setting-Type Joint Compounds for Gypsum Board: Factory-packaged,job-mixed,chemical-hardening powder products formulated for uses indicated. 1. Where setting-type joint compounds are indicated as a taping compound only or for taping and filling only,use formulation that is compatible with other joint compounds applied over it. 2. For prefilling gypsum board joints,use formulation recommended by gypsum board manufacturer. 3. For filling joints and treating fasteners of water-resistant gypsum backing board behind base for ceramic tile,use formulation recommended by gypsum board manufacturer. 4. For topping compound,use sandable formulation. D. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based products complying with the following requirements for formulation and intended use. 1. Ready-Mixed Formulation: Factory-mixed product. a. Taping compound formulated for embedding tape and for first coat over fasteners and face flanges of trim accessories. b. Topping compound formulated for fill(second)and finish(third)coats. C. All-purpose compound formulated for both taping and topping compounds. 2. Job-Mixed Formulation: Powder product for mixing with water at Project site. a. Taping compound formulated for embedding tape and for first coat over fasteners and face flanges of trim accessories. GYPSUM BOARD ASSEMBLIES 09255-5 New Park at NE 3`d Court and Union Avenue NE b. Topping compound formulated for fill(second)and finish(third)coats. C. All-purpose compound formulated for both taping and topping compounds. 2.7 ACOUSTICAL SEALANT A. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag,paintable, nonstaining latex sealant complying with ASTM C 834 and the following requirements: 1. Product is effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. B. Available Products: Subject to compliance with requirements,acoustical sealants that may be incorporated in the Work include,but are not limited to,the following: 1. Acoustical Sealant for Exposed and Concealed Joints: a. PL Acoustical Sealant;ChemRex,Inc.;Contech Brands. b. AC-20 FTR Acoustical and Insulation Sealant;Pecora Corp. C. SHEETROCK Acoustical Sealant;United States Gypsum Co. 2.8 MISCELLANEOUS MATERIALS A. General: Provide auxiliary materials for gypsum board construction that comply with referenced standards and recommendations of gypsum board manufacturer. B. Spot Grout: ASTM C 475,setting-type joint compound recommended for spot-grouting hollow metal door frames. C. Steel drill screws complying with ASTM C 1002 for the following applications: 1. Fastening gypsum board to steel members less than 0.033 inch(0.84 mm)thick. 2. Fastening gypsum board to wood members. 3. Fastening gypsum board to gypsum board. D. Steel drill screws complying with ASTM C 954 for fastening gypsum board to steel members from 0.033 to 0.112 inch(0.84 to 2.84 mm)thick. E. Sound-Attenuation Blankets: Unfaced mineral-fiber blanket insulation produced by combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665 for Type I (blankets without membrane facing). 1. Mineral-Fiber Type: Fibers manufactured from glass. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates to which gypsum board assemblies attach or abut,installed hollow metal frames, and structural framing,for compliance with requirements for installation tolerances and other conditions affecting performance of assemblies specified in this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. GYPSUM BOARD ASSEMBLIES 09255-6 New Park at NE 3`d Court and Union Avenue NE 3.2 PREPARATION A. Ceiling Anchorages: Coordinate installation of ceiling suspension systems with installation of overhead structural assemblies to ensure that provisions for anchorages to building structure have been installed to receive ceiling hangers that will develop their full strength and at spacing required to support ceilings. 3.3 INSTALLING STEEL FRAMING,GENERAL A. Steel Framing Installation Standard: Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. B. Install supplementary framing,blocking,and bracing at terminations in gypsum board assemblies to support fixtures,equipment services,heavy trim,grab bars,toilet accessories,furnishings,or similar construction. Comply with details indicated and with recommendations of gypsum board manufacturer or,if none available,with United States Gypsum Co.'s"Gypsum Construction Handbook." C. Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. 1. Install deflection track top runner to attain lateral support and avoid axial loading. D. Do not bridge building control and expansion joints with steel framing or furring members. Independently frame both sides of joints with framing or Pawing members as indicated. 3.4 INSTALLING STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS AND SOFFITS A. Screw furring members to framing. B. Suspend ceiling hangers from building structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying,or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members,install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Secure wire hangers by looping and wire-tying,either directly to structures or to inserts, eyescrews,or other devices and fasteners that are secure and appropriate for substrate,and in a manner that will not cause them to deteriorate or otherwise fail. 4. Secure flat, angle,and rod hangers to structure, including intermediate framing members,by attaching to inserts,eyescrews,or other devices and fasteners that are secure and appropriate for structure as well as for type of hanger involved,and in a manner that will not cause them to deteriorate or otherwise fail. 5. Do not connect or suspend steel framing from ducts,pipes,or conduit. C. Sway-brace suspended steel framing with hangers used for support. GYPSUM BOARD ASSEMBLIES 09255-7 New Park at NE 3`d Court and Union Avenue NE D. Install suspended steel framing components in sizes and at spacings indicated,but not less than that required by the referenced steel framing installation standard. 1. Wire Hangers: 48 inches(1219 mm)o.c. 2. Carrying Channels(Main Runners): 48 inches(1219 mm)o.c. 3. Furring Channels(Furring Members): 16 inches(406 mm)o.c. E. Installation Tolerances: Install steel framing components for suspended ceilings so that cross-furring or grid suspension members are level to within 1/8 inch in 12 feet(3 nun in 3.6 m)as measured both lengthwise on each member and transversely between parallel members. F. Wire-tie furring members to main runners and to other structural supports. G. For exterior soffits,install cross-bracing and additional framing to resist wind uplift. 3.5 INSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS A. Install runners(tracks)at floors,ceilings,and structural walls and columns where gypsum board stud assemblies abut other construction. B. Installation Tolerances: Install each steel framing and furring member so that fastening surfaces do not vary more than 1/8 inch(3 mm) from the plane formed by the faces of adjacent framing. C. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 1. For STC-rated and fire-resistance-rated partitions that extend to the underside of floor/roof slabs and decks or other continuous solid structural surfaces to obtain ratings,install framing around structural and other members extending below floor/roof slabs and decks,as needed,to support gypsum board closures needed to make partitions continuous from floor to underside of solid structure. D. Terminate partition framing at suspended ceilings where indicated. E. Install steel studs in sizes and at spacings indicated. 1. Single-Layer Construction: Space studs 16 inches(406 nun)o.c.,unless otherwise indicated. F. Install steel studs so flanges point in the same direction and leading edge or end of each gypsum board panel can be attached to open(unsupported)edges of stud flanges first. G. Frame door openings to comply with GA-219,and with applicable published recommendations of gypsum board manufacturer,unless otherwise indicated. Attach vertical studs at jambs with screws either directly to frames or to jamb anchor clips on door frames;install runner track section(for cripple studs)at head and secure to jamb studs. 1. Install 2 studs at each jamb,unless otherwise indicated. 2. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above. H. Frame openings other than door openings,as required for door openings. Install framing below sills of openings to match framing required above door heads. GYPSUM BOARD ASSEMBLIES 09255-8 New Park at NE 3rd Court and Union Avenue NE 3.6 APPLYING AND FINISHING GYPSUM BOARD,GENERAL A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply with ASTM C 840 and GA-216. B. Install sound-attenuation blankets,where indicated,prior to installing gypsum panels unless blankets are readily installed after panels have been installed on one side. C. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. D. Install gypsum panels with face side out. Do not install imperfect,damaged,or damp panels. Butt panels together for a light contact at edges and ends with not more than 1/16 inch(1.5 mm)of open space between panels. Do not force into place. E. Locate both edge or end joints over supports,except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Avoid joints other than control joints at corners of framed openings where possible. F. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported)edges of stud flanges first. G. Attach gypsum panels to framing provided at openings and cutouts. H. Spot grout hollow metal door frames for solid-core wood doors,hollow metal doors,and doors over 32 inches(813 mm)wide. Apply spot grout at each jamb anchor clip and immediately insert gypsum panels into frames. I. Cover both faces of steel stud partition framing with gypsum panels in concealed spaces(above ceilings,etc.),except in chases that are braced internally. 1. Except where concealed application is indicated or required for sound,or fire ratings,coverage may be accomplished with scraps of not less than 8 sq.ft.(0.7 sq.m)in area. 2. Fit gypsum panels around ducts,pipes,and conduits. 3. Where partitions intersect structural members projecting below underside of floor/roof decks, cut gypsum panels to fit profile formed by joists and other structural members;allow 1/4-to 3/8- inch-(6.4-to 9.5-mm-)wide joints to install sealant. J. Isolate perimeter of nonload-bearing gypsum board partitions at structural abutments. Provide 1/4-to 1/2-inch-(6.4-to 12.7-mm-)wide spaces at these locations and trim edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. K. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's recommendations. 1. Space screws a maximum of 12 inches(304.8 mm)o.c.for vertical applications. L. Space fasteners in panels that are tile substrates a maximum of 8 inches(203.2 nun)o.c. GYPSUM BOARD ASSEMBLIES 09255-9 New Park at NE 3`d Court and Union Avenue NE 3.7 GYPSUM BOARD APPLICATION METHODS A. Single-Layer Application: Install gypsum wallboard panels as follows: 1. On ceilings,apply gypsum panels prior to wall/partition board application to the greatest extent possible and at right angles to framing,unless otherwise indicated. 2. On partitions/walls,apply gypsum panels vertically(parallel to framing),unless otherwise indicated,and provide panel lengths that will minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls,install panels horizontally. B. Wall Tile Substrates: For substrates indicated to receive thin-set ceramic tile and similar rigid applied wall finishes,comply with the following: 1. Install water-resistant gypsum backing board panels. Install with 1/4-inch(6.4-mm)open space where panels abut other construction or penetrations. C. Single-Layer Fastening Methods: Apply gypsum panels to supports as follows: 1. Fasten with screws. D. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with end joints staggered over supports. 1. Install with 1/4-inch(6.4-mm)open space where panels abut other construction or structural penetrations. 2. Fasten with corrosion-resistant screws. 3.8 INSTALLING TRIM ACCESSORIES A. General: For trim accessories with back flanges,fasten to framing with the same fasteners used to fasten gypsum board. Otherwise,fasten trim accessories according to accessory manufacturer's directions for type, length,and spacing of fasteners. B. Install comerbead at external comers. C. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide edge trim type with face flange formed to receive joint compound,except where other types are indicated. 1. Install LC-bead where gypsum panels are tightly abutted to other construction and back flange can be attached to framing or supporting substrate. 2. Install L-bead where edge trim can only be installed after gypsum panels are installed. D. Install control joints according to ASTM C 840 and manufacturer's recommendations and in specific locations approved by Architect for visual effect. 3.9 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints,interior angles,flanges of comerbead,edge trim,control joints, penetrations,fastener heads,surface defects,and elsewhere as required to prepare gypsum board surfaces for decoration. GYPSUM BOARD ASSEMBLIES 09255-10 New Park at NE 3`d Court and Union Avenue NE B. Prefill open joints,rounded or beveled edges,and damaged areas using setting-type joint compound. C. Apply joint tape over gypsum board joints and to flanges of trim accessories as recommended by trim accessory manufacturer. D. Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per GA-214. 1. Level 1,for ceiling plenum areas,concealed areas,and where indicated,unless a higher level of fmish is required for fire-resistance-rated assemblies and sound-rated assemblies. 2. Level 4 for gypsum board surfaces,unless otherwise indicated. E. Use one of the following joint compound combinations as applicable to the fmish levels specified: I. Embedding and First Coat: Setting-type joint compound. Fill(Second)Coat: Setting-type joint compound. Finish(Third)Coat: Ready-mixed,drying-type,all-purpose or topping compound. 2. Embedding and First Coat: Ready-mixed,drying-type,all-purpose or taping compound. Fill (Second)Coat: Ready-mixed,drying-type,all-purpose or topping compound. Finish(Third) Coat: Ready-mixed,drying-type,all-purpose or topping compound. 3. Embedding and First Coat: Job-mixed,drying-type,taping compound. Fill(Second)Coat: Job- mixed,drying-type, topping compound. Finish(Third)Coat: Job-mixed,drying-type,topping compound. F. Where Level 4 gypsum board finish is indicated,embed tape in joint compound and apply first,fill (second),and fmish(third)coats of joint compound over joints,angles,fastener heads,and accessories; and apply a thin,uniform skim coat of joint compound over entire surface. For skim coat,use joint compound specified for third coat,or a product specially formulated for this purpose and acceptable to gypsum board manufacturer. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects,tool marks,and ridges and ready for decoration. G. Where Level 1 gypsum board finish is indicated,embed tape in joint compound. H. Finish exterior gypsum soffit board using setting-type joint compounds to prefill joints and embed tape, and for first,fill(second),and finish(third)coats,with the last coat being a sandable product. Smooth each coat before joint compound hardens to minimize need for sanding. Sand between coats and after finish coat. 1. Painting exterior gypsum soffit board after finish coat has dried is specified in another Division 9 Section. I. Finish water-resistant gypsum backing board forming base for ceramic tile to comply with ASTM C 840 and gypsum board manufacturer's directions for treatment of joints behind tile. 3,10 CLEANING AND PROTECTION A. Promptly remove any residual joint compound from adjacent surfaces. B. Provide final protection and maintain conditions,in a manner acceptable to Installer,that ensure gypsum board assemblies are without damage or deterioration at the time of Substantial Completion. END OF SECTION 09255 GYPSUM BOARD ASSEMBLIES 09255-11 New Park at NE 3rd Court and Union Avenue NE SECTION 09900-PAINTING PART 1-GENERAL, 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.02 SUMMARY A. This Section includes surface preparation,painting,and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation,priming,and finish coats specified in this Section are in addition to shop-priming and surface treatment specified under other Sections. B. Paint exposed surfaces whether or not colors are designated in schedules,except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned,paint the same as similar adjacent materials or surfaces. If color or finish is not designated,the Architect will select from standard colors or finishes available. 1. Painting includes field-painting exposed bare and covered pipes and ducts(including color coding),hangers,exposed steel.and iron work,and primed metal surfaces of mechanical and electrical equipment. C. Painting is not required on prefinished items,finished metal surfaces,concealed surfaces,operating parts,and labels. 1. Prefinished items not to be painted include the following factory-finished components: a. Metal toilet enclosures. b. Acoustic materials. C. Architectural woodwork and casework. d. Elevator entrance doors. e. Elevator equipment. f. Finished mechanical and electrical equipment. g. Light fixtures. h. Switchgear. i. Distribution cabinets. 2. Concealed surfaces not to be painted include wall or ceiling surfaces in the following generally inaccessible areas: a. Furred areas. C. Pipe spaces. d. Duct shafts. 3. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. C. Chromium plate. d. Copper. e. Bronze. f. Brass. PAINTING 09900-1 New Park at NE 3`d Court and Union Avenue NE 4. Operating parts not to be painted include moving parts of operating equipment,such as the following: a. Valve and damper operators. b. Linkages. C. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over Underwriters Laboratories,Factory Mutual or other code-required labels or equipment name,identification,performance rating,or nomenclature plates. D. Industry Standards: 1. All Architectural coatings shall be furnished and applied per the Master Painters Institute(MPI) Specification Manual, current edition. E. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 5 Section"Structural Steel"for shop-priming structural steel. 2. Division 5 Section"Metal Fabrications"for shop-priming ferrous metal. 3. Division 8 Section"Standard Steel Doors and Frames"for shop-priming steel doors and frames. 1.03 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data for each paint system specified,including primers. 1. Provide the manufacturer's technical information including label analysis and instructions for handling,storage, and application of each material proposed for use. 2. List each material and cross-reference the specific coating,finish system,and application. Identify each material by the manufacturer's catalog number and general classification. 3. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds(VOCs). C. Samples for initial color selection in the form of manufacturer's color charts. 1. After color selection,the Architect will furnish color chips for surfaces to be coated. D. Samples for Verification Purposes: Provide samples of each color and material to be applied,with texture to simulate actual conditions,on representative samples of the actual substrate. 1. Provide stepped samples, defining each separate coat,including primers. Use representative colors when preparing samples for review. Resubmit until required sheen,color,and texture are achieved. 2. Provide a list of material and application for each coat of each sample. Label each sample as to location and application. 3. Submit samples on the following substrates for the Architect's review of color and texture only: a. Interior Ferrous Metal: Provide two 4-inch-square samples of flat metal and two 8-inch-long samples of solid metal for each color and finish. PAINTING 09900-2 New Park at NE 3`d Court and Union Avenue NE 1.04 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a construction record of successful in-service performance. B. Single-Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. 1.05 DELIVERY,STORAGE,AND HANDLING A. Deliver materials to the job site in the manufacturer's original,unopened packages and containers bearing manufacturer's name and label,and the following information: 1. Product name or title of material. 2. Product description(generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume,for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F(7 deg C). Maintain containers used in storage in a clean condition,free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling,mixing, and application. 1.06 JOB CONDITIONS A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F(10 deg C)and 90 deg F(32 deg C). B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F(7 deg C)and 95 deg F(35 deg C). C. Do not apply paint in snow,rain,fog,or mist;or when the relative humidity exceeds 85 percent;or at temperatures less than 5 deg F(3 deg C)above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. PAINTING 09900-3 New Park at NE 3rd Court and Union Avenue NE PART 2-PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the Work include,but are not limited to,the following: 1. ICI Paints/Devoe Coatings(ICI) 2. Benjamin Moore and Co. (Moore). 3. PPG Industries,Pittsburgh Paints(PPG). 4. The Sherwin-Williams Company(S-W). 2.02 PAINT MATERIALS,GENERAL A. Material Compatibility: Provide primers, finish coat materials,and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience. B. Material Quality: Provide the manufacturer's best-quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: Provide color selections made by the Architect from the manufacturer's full range of standard colors. PART 3-EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfaces receiving paint must be thoroughly dry before paint is applied. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request,furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 3.02 PREPARATION A. General: Remove hardware and hardware accessories,plates,machined surfaces,lighting fixtures,and similar items already installed that are not to be painted,or provide surface-applied protection prior to surface preparation and painting. Remove these items,if necessary,to completely paint the items and PAINTING 09900-4 New Park at NE 3rd Court and Union Avenue NE adjacent surfaces. Following completion of painting operations in each space or area,have items reinstalled by workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing about anticipated problems using the specified finish-coat material with substrates primed by others. 2. Ferrous Metals: Clean ungalvanized ferrous metal surfaces that have not been shop-coated; remove oil,grease,dirt, loose mill scale,and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council(SSPC). a. Clean as recommended by the paint system manufacturer and according to requirements of SSPC specification SSPC-SP 6. b. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by the paint manufacturer,and touch up with the same primer as the shop coat. 3. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Materials Preparation: Carefully mix and prepare paint materials according to manufacturer's directions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density;stir as required during application. Do not stir surface film into material. Remove film and,if necessary, strain material before using. 3. Use only thinners approved by the paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat,but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.03 APPLICATION A. General: Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. B. Do not paint over dirt,rust,scale,grease,moisture,scuffed surfaces,or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments,and finishes are indicated in the schedules. PAINTING 09900-5 New Park at NE 3`d Court and Union Avenue NE 2. Provide finish coats that are compatible with primers used. 3. The number of coats and the film thickness required are the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce a smooth even surface according to the manufacturer's directions. 4. Apply additional coats if undercoats,stains,or other conditions show through final coat of paint until paint film is of uniform finish,color,and appearance. Give special attention to ensure that surfaces, including edges,corners,crevices,welds,and exposed fasteners,receive a dry film thickness equivalent to that of flat surfaces. 5. The term exposed surfaces includes areas visible when permanent or built-in fixtures,grilles, and similar components are in place. Extend coatings in these areas,as required,to maintain the system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment,paint surfaces behind permanently fixed equipment or furniture with prime coat only. 7. Paint interior surfaces of ducts,where visible through registers or grilles,with a flat, nonspecular black paint. 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 9. Finish exterior doors on tops,bottoms,and side edges same as exterior faces. 10. Sand lightly between each succeeding enamel coat. 11. Omit primer on metal surfaces that have been shop-primed and touch-up painted. C. Scheduling Painting: Apply first coat to surfaces that have been cleaned,pretreated,or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. I. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm,does not deform or feel sticky under moderate thumb pressure,and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. D. Application Procedures: Apply paints and coatings by brush,roller,spray,or other applicators according to the manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet,velvet back,or high-pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. E. Minimum Coating Thickness: Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. F. Mechanical and Electrical Work: Painting mechanical and electrical work is limited to items exposed in mechanical equipment rooms and in occupied spaces. PAINTING 09900-6 New Park at NE 3rd Court and Union Avenue NE G. Mechanical items to be painted include,but are not limited to,the following: 1. Piping,pipe hangers,and supports. 2. Ductwork. 3. Insulation. 4. Supports. 5. Motors and mechanical equipment. 6. Accessory items. H. Electrical items to be painted include,but are not limited to,the following: 1. Conduit and fittings. 2. Switchgear. 1. Prune Coats: Before applying finish coats,apply a prime coat of material,as recommended by the manufacturer,to material that is required to be painted or finished and that has not been prime-coated by others. Recoat pruned and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears,to ensure a finish coat with no burn-through or other defects due to insufficient sealing. J. Pigmented(Opaque)Finishes: Completely cover to provide a smooth,opaque surface of uniform finish,color, appearance,and coverage. Cloudiness,spotting,holidays, laps,brush marks,runs, sags, ropiness,or other surface imperfections will not be acceptable. K. Comiplcted Work: Match approved samples for color,texture,and coverage. Remove,refinish,or repaint work not complying with specified requirements. 3.04 CLEANING A. Cleanup: At the end of each work day,remove empty cans,rags,rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 3.05 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning,repairing or replacing,and repainting,as acceptable to Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades,touch up and restore damaged or defaced painted surfaces. 3.06 EXTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates indicated. 1. Anti-graffiti coating for CMU: linage Xtra as manufactured by Certified Labs,Division of NCH Corp. (Local rep.F.Forsberg,425-392-8765). CMU block sealer is specified in Section 04200, Unit Masonry. PAINTING 09900-7 New Park at NE 3rd Court and Union Avenue NE B. Zinc-Coated Metal: 1. High-Gloss Alkyd Enamel: Two finish coats over primer. a. Primer: Galvanized metal primer. 1) Fuller: 621-05 Blox-Rust Latex Metal Primer. 2) Moore: IronClad Galvanized Metal Latex Primer#155. 3) PPG: 6-215/216 Speedhide Galvanized Steel Primer. 4) S-W: Galvite B50W3. b. First and Second Coats: Gloss alkyd enamel. 1) Fuller: 312-XX EPA Compliant Heavy Duty Enamel. 2) Moore: Impervo High-Gloss Enamel#133. 3) PPG: 54 Line Quick-Dry Enamel. 4) S-W: Industrial Enamel B-54 Series. 3.07 INTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates, as indicated. B. Concrete Masonry Units: 1. MPI System 4.2G 2. Epoxy finish for wet environments: Three coats. a. Epoxy block filler(product 116). 1) ICI: Devoe Devran 224 HS. 2) Moore: Per Manufacturer's recommendation 3) PPG: Aquapon Epoxy Block Filler 97-685. 4) S-W: Industrial&Marine Kern Cati-Coat HS Block Filler/Sealer b. First and Second Coats: Epoxy top coats(product 77). 1) ICI: Devoe Devran 724 2) Moore: Polyamide Epoxy Coating M36 3) PPG: Aquapon Epoxy Cold-cured Gloss 95-1 4) S-W: Industrial&Marine Tile Clad High Solids B62WZ series C. Ferrous Metal: 1. Semigloss Enamel Finish: Two coats over primer with total dry film thickness not less than 2.5 mils. a. Primer: Synthetic,quick-drying,rust-inhibiting primer. 1) ICI: #4160 Devguard Alkyd Tank&Structural Primer. 2) Moore: Ironclad Retardo Rust-Inhibitive Paint#163. 3) PPG: 6-208 Red Inhibitive Metal Primer. 4) S-W: Kern Kromik Metal Primer B50N2/1350W 1. b. Undercoat: Interior enamel undercoat. 1) ICI: #1120 Prep&Prime Alkyd Enamel Undercoater. 2) Moore: Moore's Alkyd Enamel Underbody#217. 3) PPG: 6-6 Speedhide Quick-Dry Enamel Undercoater. 4) S-W: Pro-Mar 200 Alkyd Enamel Undercoater B49W200. PAINTING 09900-8 New Park at NE 3`d Court and Union Avenue NE C. Finish Coat: Interior,semigloss,odorless,alkyd enamel. 1) ICI: #1507 Dulux Ultra Alkyd Semi-Gloss Enamel. 2) Moore: Moore's Satin Impervo Enamel#235. 3) PPG: 27 Line Wallhide Semigloss Enamel. 4) S-W: Classic 99 Semigloss Enamel A40 Series. END OF SECTION 09900 PAINTING 09900-9 DIVISION 10 - SPECIALTIES New Park at NE 3rd Court and Union Avenue NE SECTION 10155—TOILET COMPARTMENTS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes stock,manufactured toilet compartments and vanity units. B. Types of toilet compartments and vanity units include: 1. Solid polyethylene panels. C. Styles of toilet compartments include: 1. Floor mounted. D. Styles of screens and vanity units include: 1. Wall hung. E. Toilet accessories,such as toilet paper holders and grab bars, are specified in another Division 10 Section. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for materials,fabrication,and installation including catalog cuts of anchors,hardware, fastenings,and accessories. C. Shop drawings for fabrication and erection of toilet compartment assemblies not fully described by product drawings,templates,and instructions for installation of anchorage devices built into other work. D. Samples of full range of colors for each type of unit required. 1.4 QUALITY ASSURANCE A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible,to ensure proper fitting of work. However,allow for adjustments where taking of field measurements before fabrication might delay work. B. Coordination: Furnish inserts and anchorages which must be built into other work for installation of toilet compartments and related items. Coordinate delivery with other work to avoid delay. TOILET COMPARTMENTS 10155-1 New Park at NE 3rd Court and Union Avenue NE PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products which may be incorporated in the Work include,but are not limited to,the following: 1. Toilet Partitions: a. Santana. b. Sanymetal Products Corp. C. Weis/Robart Partitions,Inc. 2.2 MATERIALS A. Toilet compartments and vanity units shall be floor and wall mounted,with non-corrosive doors,panels and pilasters similar and equal to Poly-Marble HD compartments as manufactured by Santana Products Inc., Scranton,PA or an equal approved by Consultant. B. Panels,doors,pilasters and vanity units shall be fabricated from high-density polyethylene(HDPE) containing a minimum of 50%recycled material manufactured under high pressure forming a single component section which is waterproof,non-absorbent and has a self-lubricating surface that resists marking with pens,pencils or other writing utensils. All panels,doors and pilasters to arrive at job site with special protective plastic covering. C. Characteristics: 1. Dual component compression molded high-density polyethylene(HDPE)of solid Poly-Marble HD virgin resin materials in colors that extend throughout the surface;the panels,doors,and pilasters shall have recycled HDPE as the core material. 2. Doors,panels and pilasters shall be a minimum of 1"thick and all edges machined to a radius of .250"and all exposed surfaces to be free of saw marks. D. Fabrication: 1. Dividing panels shall be 55"high and mounted at 14"above finished floor. 2. Doors shall be 55"high and mounted at 14"above finished floor. 3. Finish of doors,panels,pilasters and vanity units shall be similar and equal to Santana Products Inc."Plastic-Glaze 280". Color of doors,panels,pilasters and vanity units to be selected from the standard Poly-Marble HD color range. 4. Aluminum edging strips to be fastened to the bottom edge of all doors and panels using vandal- proof stainless steel fasteners. E. Technical Data: 1. Poly-Marble HD material to be independently certified in writing by the manufacturer indicating compliance to appropriate building codes governing the project as it applies to the use of "plastic in a commercial building." F. Manufacturer to supply a written warranty covering all Poly-Marble HD plastic components against breakage,corrosion and delamination for a period of 15 years from date of physical completion. TOILET COMPARTMENTS 10155-2 New Park at NE 3rd Court and Union Avenue NE 2.3 HARDWARE A. Door hardware shall be as follows: 1. Hinges shall be surface mounted. 2. Each handicapped door to include: (1)door pull and(1)wall stop. 3. Door strike and keeper shall be fabricated from heavy aluminum extrusion(6463-T5 Alloy)with clear anodized finish with wrap around flange surface mounted and thru-bolted to pilaster with one-way sex bolts. Size of strike shall be 6"in length. 4. Door latch housing shall be fabricated from heavy aluminum extrusion(6463-T5 Alloy)with clear anodized fmish,surface mounted and thru-bolted to door with one-way sex bolts. Slide bolt and button shall be heavy aluminum with"Tough-Coat Black"finish. B. Full-length continuous wall brackets shall be aluminum(6463-T5 Alloy)weighing not less than 1.5 lbs. per linear foot. Brackets shall be used for all panels-to-pilaster,pilasters-to-wall,panel-to-wall,vanity top-to-wall and skirt-to-vanity top connections. Wall brackets shall be thru-bolted to panels and pilasters with one-way sex bolts. Attachment of brackets to adjacent wall construction shall be accomplished by No. 14 x 1-1/2"stainless steel phillips head screws anchored directly behind the vertical edge of panels,plastic angle brackets and pilasters at 12"intervals along the full length of bracket and at each 12"interval alternately spaced between anchor connections. 2.4 INSTALLATION Erection of partitions,etc., shall be in accordance with the manufacturer's standard recommendations and the following: A. All parts shall be erected in a substantial manner,straight,level,and plumb. B. No evidence of drilling, cutting, or patching shall be visible in the fmished work. C. Clearance at vertical edges of doors shall be uniform top to bottom and shall not exceed 1/4". D. Finished surfaces shall be cleaned after installation and left free of imperfections. E. Authorized factory installers to be utilized. 2.5 FABRICATION A. General: Furnish standard doors,panels,and pilasters fabricated for compartment system. Furnish units with cutouts,drilled holes, and internal reinforcement to receive partition-mounted hardware, accessories,and grab bars,as indicated. B. Door Dimensions: Unless otherwise indicated,furnish 24-inch-wide in-swinging doors for ordinary toilet stalls and 32-inch-wide(clear opening)out-swinging doors for stalls equipped for use by handicapped. C. Polyethylene Compartments: One-piece sheet material with no splices or joints. D. Hardware: Furnish hardware for each compartment to comply with ANSI Al 17.1 for handicapped accessibility and as follows: 1. Hinges: Cutout inset type,adjustable to hold door open at any angle up to 90 degrees. Provide gravity type,spring-action cam type,or concealed torsion rod type to suit manufacturer's standards. TOILET COMPARTMENTS 10155-3 New Park at NE P Court and Union Avenue NE 2. Latch and Keeper: Manufacturer's standard surface-mounted latch unit,designed for handicapped accessibility,with combination rubber-faced door strike and keeper. 3. Coat Hook: Manufacturer's standard unit,combination hook and rubber-ripped bumper,sized to prevent door hitting mounted accessories. 4. Door Pull: Manufacturer's standard unit for out-swinging doors. Provide pulls on both faces of handicapped compartment doors. 2.6 FINISH A. Color: Partitions and vanity units shall be Santana"Black Paisley(090),"or equal,as approved by Consultant. PART 3-EXECUTION 3.1 INSTALLATION A. General: Comply with manufacturer's recommended procedures and installation sequence. Install compartment units rigid,straight,plumb,and level. Provide clearances of not more than 1/2 inch between pilasters and panels,and not more than 1 inch between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in tile joints. Secure panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's recommended anchoring devices. 3.2 ADJUST AND CLEAN A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in-swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors to return to fully closed position. B. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer, and provide protection as necessary to prevent damage during remainder of construction period. END OF SECTION 10155 TOILET COMPARTMENTS 10155-4 New Park at NE 3rd Court and Union Avenue NE SECTION 10200-LOUVERS AND VENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Fixed metal wall louvers. B. Related Sections: The following sections contain requirements that relate to this Section. 1. Division 7 Section"Joint Sealers"for sealants installed in perimeter joints between louver frames and adjoining construction. 2. Division 9 Section"Painting"for field-painting of louvers. 1.3 DEFINITIONS A. Louver Terminology: Refer to AMCA Publication 501-85 for definitions of terms for metal louvers not otherwise defined in this section or referenced standards. 1.4 SYSTEM PERFORMANCE REQUIREMENTS A. Structural Performance: Design,engineer,fabricate,and install exterior metal wall louvers to withstand the effects of loads and stresses from wind and normal thermal movement,without evidencing permanent deformation of louver components,including blades,frames,and supports;noise or metal fatigue caused by louver blade rattle or flutter;and permanent damage to fasteners and anchors: 1. Wind Load: Uniform pressure(velocity pressure)of 20 lbf per sq. ft.acting inwards or outwards. 2. Normal thermal movement is defined as that resulting from the following maximum change (range)in ambient temperature. Base design calculations on actual surface temperatures of metals due to both solar heat gain and night time sky heat loss. a. Temperature Change(Range): 100 deg.F. (55.5 deg. C.). B. Air Performance,Water Penetration,and Air Leakage Ratings: Provide louvers complying with performance requirements indicated as demonstrated by testing manufacturers stock units,of height and width indicated,according to Air Movement and Control Association(AMCA)Standard 500. 1.5 SUBMITTALS A. Product data for each product indicated. B. Shop drawings of louver units and accessories. Include plans,elevations,sections,and details showing profiles,angles,spacing of louver blades;unit dimensions related to wall openings and construction; free areas for each size indicated;and profiles of frames at jambs,heads and sills. C. Samples for initial selection purposes in form of manufacturer's color charts showing full range of colors available for those units with factory-applied color finishes. LOUVERS AND VENTS 10200-1 New Park at NE 3'd Court and Union Avenue NE D. Product certificates signed by louver manufacturers certifying that their products which comply with Project requirements are licensed to bear AMCA Seal based on tests made in accordance with AMCA Standard 500 and complying with AMCA Certified Ratings Program. 1.6 QUALITY ASSURANCE A. Single Source Responsibility: Obtain louvers and vents from a single source where alike in one or more respects with regard to type,design,and factory-applied color finish. B. Qualify welding processes and welding operators in accordance with D 1.2"Structural Welding Code- Aluminum" 1. Certify that each welder employed in unit of Work of this section has satisfactorily passed AWS qualification tests for welding processes involved and,if pertinent,has undergone recertification. 2. Testing for recertification is Contractor's responsibility. C. SMACNA Standard: Comply with SMACNA".Architectural Sheet Metal Manual"recommendations for fabrication,construction details, and installation procedures. 1.7 PROJECT CONDITIONS A. Field Measurements: Check actual louver openings by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of the Work. 1. Where field measurements cannot be made without delaying the Work,guarantee opening dimensions and proceed with fabrication of louvers and vents without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to guaranteed dimensions. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products which may be incorporated in the Work include,but are not limited to,the following: 1. Louvers: a. Airolite Co. b. Construction Specialties,Inc. C. Industrial Louvers, Inc. d. Ruskin Mfg.Div.,Phillips Industries,Inc. e. Tuttle&Bailey 2.2 MATERIALS A. Aluminum Sheet: ASTM B 209,Alloy 3003 or 5005 with temper as required for forming,or as otherwise recommended by metal producer to produce required finish. B. Aluminum Extrusions: ASTM B 221,Alloy 6063-T5 or T-52. C. Fasteners: Of same basic metal and alloy as fastened metal,unless otherwise indicated. Do not use metals which are corrosive or incompatible with materials joined. 1. Use types,gages,and lengths to suit unit installation conditions. LOUVERS AND VENTS 10200-2 New Park at NE 3rd Court and Union Avenue NE 2. Use Phillips flat-head machine screws for exposed fasteners,unless otherwise indicated. D. Anchors and Inserts: Of type,size,and material required for type of loading and installation indicated. Use nonferrous metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or expansion bolt devices for drilled-in-place anchors. 2.3 FABRICATION,GENERAL A. General: Fabricate louvers and vents to comply with requirements indicated for design,dimensions, materials,joinery, and performance. B. Preassemble louvers in shop to minimize field splicing and assembly. Disassemble units as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. C. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, to produce uniform appearance. D. Fabricate frames, including integral sills,to fit in openings of size indicated with allowances made for fabrication and installation tolerances of louvers,adjoining construction,and perimeter sealant joints. E. Include supports,anchorages, and accessories required for complete assembly. F. Provide vertical mullions of type and at spacings indicated but not_further apart than recommended by manufacturer,or 72 inches o.c.,whichever is less. At horizontal joints between louver units,provide horizontal mullions except where continuous vertical assemblies are indicated. G. Provide sill extensions and loose sills made of same material as louvers, where indicated,or required for drainage to exterior and to prevent water penetrating to interior. H. Join frame members to one another and to fixed louver blades as follows,unless otherwise indicated, or size of louver assembly makes bolted connections between frame members necessary: 1. With fillet welds, concealed from view;or mechanical fasteners;or a combination of these methods;as standard with louver manufacturer. 2.4 LOUVER SCREENS A. General: Provide each exterior louver with louver screens complying with the following requirements: 1. Screen Location for Fixed Louvers: Interior face,unless otherwise indicated. B. Secure screens to louver frames with stainless steel machine screws, spaced at each corner and at 12 inch o.c.between. C. Louver Screen Frames: Fabricate screen frames with mitered corners to louver sizes indicated and to comply with the following requirements: 1. Metal: Same kind and form of metal as indicated for louver frames to which screens are attached. a. Reinforce extruded aluminum screen frames at corners with clips. 2. Finish: Same finish as louver frames to which louver screens are attached. 3. Type: Nonrewireable U-shaped frames for permanently securing screen mesh. LOUVERS AND VENTS 10200-3 New Park at NE 3rd Court and Union Avenue NE D. Louver Screening for Aluminum Louvers: Fit aluminum louver screen frames with screening covering louver openings and complying with the following requirements: 1. Bird Screening: 1/2 inch square mesh formed with 0.063 inch diameter aluminum wire. 2.5 FINISHES,GENERAL A. Comply with NAAMM"Metal Finishes Manual'for recommendations relative to application and designations of finishes. B. Finish louvers after assembly. 2.6 ALUMINUM FINISHES A. Finish designations prefixed by"AA"conform to the system established by the Aluminum Association for designating aluminum finishes. PART 3-EXECUTION 3.1 PREPARATION A. Coordinate setting drawings,diagrams,templates,instructions and directions for installation of anchorages which are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 3.2 INSTALLATION A. Locate and place louver units plumb,level,and in proper alignment with adjacent work. B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. C. Form closely fitted joints with exposed connections accurately located and secured. D. Provide perimeter reveals and openings of uniform width for sealants and joint fillers,as indicated. E. Repair finishes damaged by cutting,welding, soldering,and grinding operations required for fitting and jointing. Restore finishes so there is no evidence of corrective work: Return items which cannot be refinished in field to shop,make required alterations and refinish entire unit,or provide new units. F. Protect galvanized and nonferrous metal surfaces from corrosion or galvanic action by application of a heavy coating of bituminous paint on surfaces which will be in contact with concrete,masonry,or dissimilar metals. G. Install concealed gaskets,flashings,joint fillers,and insulation,as louver installation progresses where required to make louver joints weathertight. Comply with Division 7 Section"Joint Sealers"for sealants applied during installation of louver. 3.3 ADJUSTING AND PROTECTION A. Protect louvers and vents from damage of any kind during construction period,including use of temporary protective coverings where needed and approved by louver manufacturer. Remove protective covering at time of Substantial Completion. LOUVERS AND VENTS 10200-4 New Park at NE 3rd Court and Union Avenue NE B. Restore louver and vents damaged during installation and construction period,so that no evidence remains of correction work. If results of restoration are unsuccessful, as judged by Consultant,remove damaged units and replace with new units. 1. Clean and touch up minor abrasions in finishes with air-dried coating that matches color and gloss of,and is compatible with,factory-applied finish coating. 3.4 CLEANING A. Periodically clean exposed surfaces of louvers and vents which are not protected by temporary covering to remove fingerprints and soil during construction period;do not let soil accumulate until final cleaning. B. Before final inspection,clean exposed surfaces with water and with a mild soap or detergent not harmful to finishes. Rinse thoroughly and dry surface. END OF SECTION 10200 LOUVERS AND VENTS 10200-5 New Park at NE 3`d Court and Union Avenue NE SECTION 10425-SIGNS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUBMITTALS A. General: Submit the following in accordance with Conditions of the Contract and Division 1 Specification Sections. B. Product Data: Include manufacturer's construction details relative to materials,dimensions of individual components,profiles,and finishes for each type of sign required. C. Schedule: Provide list of signs required,including size of each sign. D. Samples: Provide the following samples of each sign component for initial selection of color,pattern and surface texture as required and for verification of compliance with requirements indicated. 1. Samples for initial selection of color,pattern,and texture: a. Man'.:facturer's color charts consisting of actual sections of material including the full range of colors available for each material required. 1.3 QUALITY ASSURANCE A. Single-Source Responsibility: For each separate type of sign required,obtain signs from one source from a single manufacturer. PART2-PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the work include,but are not limited to,the following: 1. Manufacturers: a. Andco Industries Corp. b. Architectural Graphics,Inc. C. ASI Sign Systems,Inc. d. Best Manufacturing Co. e. Vomar Products,Inc. 2.2 MATERIALS A. Provide in contrasting colors, in finishes and color combinations indicated or,if not indicated,as selected from the manufacturer's standards. 2.3 PLASTIC LAMINATE SIGNS A. Signs: Comply with requirements indicated for materials,thicknesses, finishes,colors,designs,shapes, sizes,and details of construction. 1. Produce smooth,even, level sign panel surfaces,constructed to remain flat under installed conditions within a tolerance of plus or minus 1/16 inch measured diagonally. 2. Edge Condition: Beveled. SIGNS 10425-1 New Park at NE 3rd Court and Union Avenue NE 3. Edge Color for Plastic Laminate: Edge color same as background. 4. Corner Condition: Square comers. 5. Sign Size: Per drawings. B. Laminated Sign Panels: Permanently laminate face panels to backing sheets of material and thickness indicated using the manufacturer's standard process. C. Size and Style of Copy: Size of copy shall be proportional to sign size; Style: Upper and lower case, Helvetica Medium. D. Engraved Copy: Machine-engrave letters,numbers,symbols,and other graphic devices into sign panel on the face indicated to produce precisely formed copy,incised to uniform depth. Use high-speed cutters mechanically linked to master templates in a pantographic system or equivalent process capable of producing characters of the style indicated with sharply formed edges. 1. Engraved Plastic Laminate: Engrave through the exposed face ply of the plastic laminate sheet to expose the contrasting core ply. a. Engrave the copy to produce a minimum indentation depth of 1/32 inch and a minimum stroke width of 1/4 inch. 2.4 FINISHES A. Colors and Surface Textures: For exposed sign material that requires selection of materials with integral or applied colors,surface textures or other characteristics related to appearance,provide color as selected by the Consultant from the manufacturer's standards. PART 3-EXECUTION 3.1 INSTALLATION A. General: Locate sign units and accessories where indicated,using mounting methods of the type described and in compliance with the manufacturer's instructions. 1. Install signs level,plumb,and at the height indicated, with sign surfaces free from distortion or other defects in appearance. 2. Furnish and install one sign on each toilet room door: Men or Women with ADA symbol and Braille inscription below on each sign. Signs to comply with Washington State regulations for ADA signage including ADA-blue background with white lettering per Best Signs HC300 series or equal. B. Door Mounted Signs: Attach signs to door surfaces using the method indicated below: 1. Stainless steel anchors for hollow surfaces,minimum of 4 per sign,with vandal-resistant heads. 3.2 CLEANING AND PROTECTION A. At completion of the installation,clean soiled sign surfaces in accordance with the manufacturer's instructions. Protect units from damage until acceptance by the Engineer. END OF SECTION 10425 SIGNS 10425-2 New Park at NE 3`d Court and Union Avenue NE SECTION 10800-TOILET ACCESSORIES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes toilet and bath accessory items as scheduled. B. Toilet compartments and related accessories are specified in Division 10. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of Contract and Division 1 Specifications Sections. B. Product data for each toilet accessory item specified,including construction details relative to materials,dimensions,gages,profiles,mounting method, specified options,and finishes. C. Schedule indicating types,quantities,sizes, and installation locations(by room)for each toilet accessory item to be provided for project. D. Setting drawings where cutouts are required in other work,including templates, substrate preparation instructions,and directions for preparing cutouts and installing anchorage devices. E. Maintenance instructions including replaceable parts and service recommendations. 1.4 QUALITY ASSURANCE A. Single-Source Responsibility: Provide products of same manufacturer for each type of accessory unit and for units exposed to view in same areas,unless otherwise acceptable to Consultant. 1.5 PROJECT CONDITIONS A. Coordination: Coordinate accessory locations,installation, and sequencing with other work to avoid interference with and ensure proper installation,operation,adjustment,cleaning,and servicing of toilet accessory items. 1.6 WARRANTY A. Warranty: Submit a written warranty executed by mirror manufacturer, agreeing to replace any mirrors that develop visible silver spoilage defects within warranty period. B. Warranty Period: 15 years from date of Substantial Completion. C. The warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. TOILET ACCESSORIES 10800-1 New Park at NE 3'd Court and Union Avenue NE PART2-PRODUCTS 2.1 MATERIALS,GENERAL A. Stainless Steel: AISI Type 302/304,with polished No.4 finish, 0.034-inch(22-gage)minimum thickness. B. Brass: Leaded and unleaded, flat products,ASTM B 19;rods,shapes,forgings,and flat products with finished edges,ASTM B 16; Castings,ASTM B 30, C. Galvanized Steel Sheet: ASTM A 527,G60. D. Chromium Plating: Nickel and chromium electro-deposited on base metal,ASTM B 456,Type SC 2. E. Galvanized Steel Mounting Devices: ASTM A 153,hot-dip galvanized after fabrication. F. Fasteners: Screws,bolts, and other devices of same material as accessory unit,or of galvanized steel where concealed. 2.2 TOILET ACCESSORIES A. Provide the following accessories by Bobrick or equivalent products by American Specialties,Inc., A&J Washroom Accessories,or Bradley Corporation. Bobrick models are: a. Soap Dispenser: B-306. b. Stainless Steel Mirror: B-1556 size as indicated. C. Jumbo Toilet Paper Dispenser B-274. d. Grab Bars with Concealed Mount: B-5507 series-size as indicated. e. Hook and Bumper: B-212. f. Changing Station: Koala horizontal diaper changing station KB 100 with tamper-resistant mounting hardware g. Hand drier: Exelerator series dryer by Excel Dryer Inc. surface-mounted automatic operation with white epoxy-painted cover. 2.3 FABRICATION A. General: Only a maximum 1-1/2-inch-diameter,unobtrusive stamped manufacturer logo, as approved by Consultant, is permitted on exposed face of toilet or bath accessory units. On either interior surface not exposed to view or back surface,provide additional identification by either a printed,waterproof label or a stamped nameplate,indicating manufacturer's name and product model number. B. Surface-Mounted Toilet Accessories, General: Except where otherwise indicated,fabricate units with tight seams and joints, exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. C. Recessed Toilet Accessories,General: Except where otherwise indicated, fabricate units of all-welded construction,without mitered comers. Hang doors or access panels with full-length, stainless steel piano hinge. Provide anchorage that is fully concealed when unit is closed. D. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing, resupply,etc. Provide minimum of six keys to Park Engineer. TOILET ACCESSORIES 10800-2 New Park at NE 3`d Court and Union Avenue NE PART 3-EXECUTION 3.1 INSTALLATION A. Install toilet accessory units according to manufacturers'instructions,using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level,firmly anchored in locations and at heights indicated. B. Install grab bars to withstand a downward load of at least 2501bf,complying with ASTM F 446. 3.2 ADJUSTING AND CLEANING A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. B. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. END OF SECTION 10800 TOILET ACCESSORIES 10800-3 DIVISION 13 - PREFABRICATED PICNIC SHELTER SECTION 13200 PREFABRICATED PICNIC SHELTER PART 1 -GENERAL L 1 DESCRIPTION OF WORK To provide components(assembly and erection not included)for a steel beam structure,mechanically fastened at the column tops and at the peak. Assembly drawings for instruction are included with product order. 1.2 DESIGN& SHOP DRAWING CRITERIA: This shelter structure is typically designed for a 351b live load and a 100mph wind load. Additionally, if required by bid, installation drawings will be signed and sealed by a registered engineer in the State of jurisdiction. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data for proprietary materials and items, including paint color samples. C. Provide shop drawings. PART 2-PRODUCTS 2.1 30'X 24' Steel beam Chalet Shelter by Litchfield Landscape Elements. As supplied by Northwest Playground equipment. (425)-313-9161, or approved equal. A. COLUMNS: Columns are A-500 grade B structural steel tubing welded to a 5/8"steel base-plate. Connections are '/4"steel plates welded to each Beam, as single unit, and pre-drilled for connection to Columns. Columns are factory primed and shall be powder coated grey to match restroom exterior color. B. BEAMS: Beams are A-500 grade B structural steel tubing with a 1/8"steel cap"bird-proof" closures at exposed ends. Sizes may vary under alternative loading requirements.Beams factory primed and shall be powder coated grey to match restroom exterior color. C. HARDWARE: All hardware,nails and fasteners to be included D. ROOF: Provide metal roof panels,to match restroom metal roof, installed as specified by manufacturer. Color to match restroom roof color. F. FASCIA,EAVE HEIGHT AND PITCH: The eave height is approximately T-6"with the nominal 8:12 roof pitch. 13200- 1 G. GABLE END Gable end shall be custom built as shown on drawings. NOT INCLUDED IN SPECIFICATIONS: Concrete slab, footings or other concrete work; building and site preparation or soil conditions; construction procedures; freight charges. OPTIONS TO INCLUDE: Dutch Hip Design. Fiberglass-based shingles pre-cut LITCH-TOP metal roofing. Certified engineering for local building code loading requirements. Barbeque Vented Roof PART 3—EXECUTION 3.1 Picnic shelter shall be bidder design and must meet the requirements specified on drawings or in this section. 13200-2 DIVISION 15 - PLUMBING NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 1 GENERAL MECHANICAL SECTION 15010- GENERAL MECHANICAL PART 1 -GENERAL: 1.01 GENERAL REQUIREMENTS: A. Conform to the General Conditions, Supplementary Conditions,Division 1 and this Section. 1.02 ORDINANCES &PERMITS: A. Follow local ordinances for all work. Laws,codes and ordinances take precedence over the plans and specifications. B. Acquire and pay all permits and inspection fees required for the work. 1.03 DOCUMENTS: A. The Mechanical drawings are a part of these specifications. B. The drawings are to some extent diagrammatic and do not attempt to show exact details nor all offsets in piping. C. Verify all measurements on the job,check vertical clearances. D. When a discrepancy occurs between plans and specifications,obtain clarification before the installation is made. 1.04 SUBSTITUTIONS: A. Items of equipment or material designated in the plans or specifications by use of a specific manufacture and number are so noted to indicate a standard of design and not necessarily to be restrictive. Substituted equipment or materials shall be equivalent in capacities,acoustical performance and electrical requirements to the equipment used as the basis for the design. B. Where the Contractor proposed to use an item of equipment other than that specified or detailed on the drawing,which required any redesign of the structure,partitions,foundations, piping,wiring or any other party of the mechanical, electrical or architectural layout,all such redesign,all new drawings and detailing required therefor,and all additional construction costs,shall be prepared by the Contractor at his own expense and approved by the Architect. C. Where such approved deviation requires a different quantity and arrangement of ductwork, piping,wiring,conduit,and equipment from that specified or indicated on the drawings,the Contractor shall furnish and install any such ductwork,piping structural supports,insulation, controllers,motors,starters,electrical wiring and conduit,and any other additional equipment required by the system,at no additional cost to the Owner. D. If the dimensions or access requirements for equipment submitted differ from equipment dimensions or access requirements indicated on the drawings the submittals shall be clearly marked to indicate the differences. The Contractor shall be responsible for selecting equipment which fits the available space as well as being equivalent to the specified equipment. General Mechanical NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 2 GENERAL MECHANICAL 1.05 APPROVALS: A. Approvals shall be made in accordance with the General Conditions. B. Shop Drawings shall be submitted in accordance with the General Conditions. Submittal data shall be provided on the following items for approval: Grilles and Registers Temperature Controls Plumbing Fixtures and Cuts Control Diagrams Exhaust Fans Insulation Valves Water Heater 1.06 SCHEDULE OF VALUES A. The Schedule of Values for Mechanical work shall be prepared in accordance with Division 1 requirements. The breakdown of Mechanical work shall include the following categories: Mobilization and Demobilization Air Balancing Water Piping Waste and Vent Piping Plumbing Fixture rough-in and carriers Plumbing Fixtures Plumbing Piping Insulation Exhaust Fans Ductwork and Accessories Grilles and Registers Temperature Controls PART 2-PRODUCTS: 2.01 WIRING AND MOTORS: A. Do all control wiring,line or low voltage,through the coils of the magnetic starters and relays,and through the contacts of thermostats and other pilot devices. B. Furnish and install conduit for control wiring. C. Flexible conduit limited to short runs to equipment subject to vibration,i.e.,motors,fans. Provide motor starters,disconnect switches and thermal heaters for all motors. D. Magnetic motor starters,disconnect switches and thermal heaters shall be furnished by the Mechanical Contractor,and installed by the Electrical Contractor. E. Motor disconnect switches similar to G.E.Type"TH" of sizes required for connected motor, fuse with dual-element,low-peak fuses. F. Fan control switches same as disconnect switches except with pilot light and phenolic nameplate. G.E. CR101x7 plate. G. Provide engraved nameplate,laminated phenolic,on each control switch. General Mechanical NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 3 GENERAL MECHANICAL H. Unless mounted in an equipment cabinet,enclosures shall be NEMA-1;except in wet locations,enclosures shall be NEMA-3. Voltage of contactors shall be in accordance with circuit voltage controlled. Contactors shall be sized in accordance with NEMA standards. Furnish wiring diagrams for all line-voltage motor control systems to the electrician. Provide complete protection including a thermal heater in each phase leg for all motor starters. I. All electrical equipment furnished under this section of the Specifications shall be in strict accordance with the National Electric Code and shall conform to standard accepted trade practices. J. All equipment shall be installed with 3'-0" minimum clearance in front of electrical connections. Verify electrical characteristics of all equipment with electrical drawings. 2.02 ACCESSIBILITY: A. Contractor shall cooperate with the General Contractor and all other contractors whose work is in the same space, and shall advise the General Contractor of his requirements. Such spaces and clearances shall,however,be kept to the minimum required. B. Contractor shall locate all equipment which must be serviced,operated,or maintained in fully accessible positions. Equipment shall include but not be limited to valves,traps, cleanouts, motors,controllers,switch-gear,and drain points. Minor deviations from drawings may be made to allow for better accessibility,and any change shall be approved. 2.03 SUPPORTS,SEISMIC RESTRAINTS,ATTACHMENTS: A. All equipment shall be securely attached to the building structure in an approved manner. Attachments shall be of a strong and durable nature and any attachments that are,in the opinion of the Engineer,not strong enough shall be replaced as directed. 2.04 UNIONS: A. Install unions at all connections to equipment and where necessary to disconnect for repairs. Use union fittings wherever practicable to save joints. B. 2"and under,250#ground joint malleable. C. Insulated union where copper and galvanized steel join. 2.05 IRON PIPING: A. Ream all pipe to full diameter. B. Use pipe dope on male threads of all screwed joints. C. Close nipples not permitted. 2.06 COPPER PIPING: A. Ream thoroughly to remove all burrs. General Mechanical NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 4 GENERAL MECHANICAL B. Polish contact surfaces of fittings and pipes with steel wool before fluxing male and female surfaces of joints. Emery cloth and sandpaper not permitted for polishing. C. 95-5 solder on all piping,Taracorp Industries"Taramet Sterling"solder,95%tin,0.5%silver, 4.5%copper,with a melting temperature of 420 degrees F. and 60 degrees F. workable range, or approved substitute. D. Use wrought couplings;swedged tube joints not permitted. E. Take care to avoid burning of piping. F. Install solder unions,ground joints or flanged where necessary for access to equipment. 2.07 BOXES: A. Boxes and openings on building construction required for mechanical equipment installation, including sleeving,shall be furnished by the General Contractor. PART 3-EXECUTION: 3.01 WORK BY OTHERS THAN THE MECHANICAL SUBCONTRACTOR: A. Electric wiring,except as noted. B. Painting,except as noted. C. Framing and cutting of openings for pipes,ducts and equipment in masonry work; chases and framed openings in concrete work. 3.02 INSTRUCTIONS FOR WORK BY OTHERS: A. The work done by others in connection with the mechanical work shall be done under the mechanical subcontractor's supervision and direction as required. 3.03 OPERATING INSTRUCTIONS: A. Instruct Owner's maintenance and operating crews in the proper operation of all equipment and in the care of the mechanical installation. Operating Instruction shall not be scheduled until after the Owner has had adequate time to become acquainted with the Operation and Maintenance Manuals. B. Post framed operating and maintenance instructions typed on the mechanical contractor's letterhead;one set each in location as directed by the Architect. C. Furnish maintenance materials and parts lists for all mechanical equipment,including valves and plumbing fixture trim,in accordance with requirements of Division 1. 3.04 PROTECTION AND CLEANING: A. Protect all equipment from damage during progress of job. B. Clean all ventilation equipment both inside and out and replace filters with new if used during temporary heat period. General Mechanical NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 5 GENERAL MECHANICAL 3.05 PIPING INSTALLATION: A. Keep openings in piping and ends of pipe closed during installation. B. Provide for all expansion,locating offsets and spring pieces where necessary. C. Ells shall be long radius type. D. Change size in piping with reducing couplings: bushings not acceptable. E. Install all piping parallel with the building and other piping. F. Cut pipe accurately to measurement established on building and work into place without springing or forcing. 3.06 ADJUSTING: A. Air balancing shall be done by a balancing agency approved by the Engineer. Balancing technicians shall be qualified. B. Adjust all equipment, dampers and air terminals to design air quantities. C. Balancing adjustments shall be done in such a manner as to achieve a finished job with minimum noise level and minimum drafts. D. Submit balancing logs to the A/E for approval before requesting final payment. Balancing logs shall include design and test data for all equipment and air terminals,including information as to motor types and horsepower,sheave and fan belt information,and operating amperages. E. Readjustment of dampers,equipment and air terminals shall be made,following occupancy of the building,if required to correct objectionable conditions. F. Fumish ladders,staging,additional required dampers,sheaves,belts,and all labor for changing of sheaves and belts and balancing adjustments as required for performance of this work. 3.07 EXCAVATION AND BACKFILL: A. Excavate trenches of sufficient width for proper installation of work and grade bottom of trench uniformly. B. Backfill after testing and inspection. Provide 12"loose earth,free from large clods or stones, carefully placed on either side of pipe,and rammed. Water settling is required. The remainder of the backfill may be thrown in and tamped. C. Surplus earth shall be removed from the site by Mechanical Contractor. 3.08 RESPONSIBILITY AND GUARANTEE: General Mechanical NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15010 PAGE 6 GENERAL MECHANICAL A. Make complete mechanical installation,connecting to all equipment shown on plans or called for in the Specifications. B. Installation shall be done in a workmanlike manner and in accordance with the best practices of the trade. C. All work and equipment to be free from defects. D. Correct all defects and failures occurring within one year from the date of acceptance without cost. E. The guarantee of the contractor is irrespective of shorter time limits by any manufacturer of equipment he has furnished. 3.09 RECORD DRAWINGS: A. The Mechanical Contractor shall neatly draft,on a sepia reproducible tracing of the Mechanical drawings,any underground piping as it was actually installed,complete with reference dimensions. During construction,such information shall be accurately kept on a set of prints kept specifically for that purpose,or later transfer to the sepia tracings. B. Submit record drawings before requesting final payment. See General Conditions and Supplementary Conditions and Division 1. END OF SECTION 15010 General Mechanical NEW PARK AT NE 3r1 COURT AND UNION AVE NE SECTION 15400 PAGE 1 PLUMBING AND PIPING SECTION 15400 - PLUMBING AND PIPING PART 1-GENERAL: 1.01 GENERAL REQUIREMENTS: A. Provisions of Section 15010"Mechanical General Requirements"apply to this Section. 1.02 CONNECTION TO EXISTING PIPING: A. Connection to existing utility piping systems shall be made approximately where shown on the drawings. B. Location,size,materials and elevation of existing piping shall be verified by the Contractor. PART 2-PRODUCTS: 2.01 DOMESTIC WATER SERVICE(BELOW GROUND): A. Pipe: Type K hard copper. B. Fittings: Wrought copper or cast copper. 2.02 DOMESTIC WATER PIPING(ABOVE GROUND): A. Pipe: Type L hard copper. B. Fittings: Wrought copper or cast copper. 2.03 DOMESTIC WATER PIPING(BELOW GROUND INSIDE BUILDING): A. Pipe: Type K soft copper. B. Fittings: Wrought copper or cast copper. 2.04 WASTE PIPING: A. Pipe: Galvanized steel, Schedule 40,2-1/2"and smaller,except buried piping. Service weight coated cast iron,3"and larger. Cast iron no-hub pipe may be used. B. Fittings: Black cast iron screwed drainage pattern for galvanized pipe. Service weight Bell and Spigot coated cast iron for cast iron pipe. No-hub fittings,couplings and shield and clamp assemblies shall be used for no-hub cast iron pipe. 2.05 VENT PIPING: Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 2 PLUMBING AND PIPING A. Pipe: Galvanized steel, Schedule 40;except buried piping;or service weight coated cast iron. Cast iron no-hub pipe may be used. B. Fittings: Black cast iron screwed for galvanized pipe. Service weight Bell and Spigot coated cast iron for cast iron pipe. No-hub fittings,couplings and shield and clamp assemblies shall be used for no-hub cast iron pipe. 2.06 PIPE SUPPORTS: A. Steel Structure Clamps: Beam clamps,channel clamps and bar joist clips,Grinnell or Grabler or Kindorf equal. Select to suit structural system and meet loading recommendations of manufacturer. B. Wall Inserts: Unistrut P-3200 series for concrete walls. Unistrut P-1800 series inserts for brick walls. Unistrut P-1000 channels with P-1045 and P-1047 fittings for frame and block walls. C. Hanger Rods: Continuous threaded rod shall be used wherever possible. No chain,wire, or perforated strap shall be used. Maximum hanger rod loading shall be as follows: Rod Size, Maximum Load, Diameter in Inches Pounds 3/8 610 1/2 1130 D. Yah0Xd&QmR,9b►&-tural angles or channels or Unistrut channels to suit weight of piping to be supported. Size for a minimum safety factor of 5. E. Pipe Rings: Steel Pipe: Adjustable wrought clevis,Grinnell Fig.260,or Grabler or Kindorf equal. Copper Pipe: Light weight adjustable wrought clevis copper plated,Grinnell Fig. CT-65,or Grabler or Kindorf equal. Cast Iron Soil Pipe: Adjustable wrought clevis,Grinnell Fig. 260,or Grabler or Kindorf equal. Finish: Black for black steel and cast iron pipe. Galvanized for galvanized steel pipe. Copper plated for copper pipe. Application: Use only on piping systems where axial movement from thermal expansion is less than 1/2". F. Pipe Clamps: Vertical Piping: Unistrut P-1332 shelf bracket,Unistrut P-1100 channel and Unistrut P-1100 series pipe clamps. Copper pipe clamps for copper pipe. Horizontal Racked Piping: Unistrut P-1109 series or Unistrut P-2024C series clamps for Unistrut channel pipe racks. Grinnell Fig. 127 U-bolts or Grinnell Fig.CT-124 Tube Straps for structural steel pipe. 2.07 HANGER SPACING FOR HORIZONTAL PIPING: Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 3 PLUMBING AND PIPING A. Steel Pipe: Maximum hanger spacing and minimum hanger rod diameters as follows: 1", 1-1/4"pipe 7 ft. span 3/8"rod 1-1/2"pipe 9 ft. span 3/8"rod 2"pipe 10 ft. span 3/8"rod 2-1/2",3"pipe 12 ft. span 1/2"rod B. Copper Pipe: Maximum hanger spacing and minimum hanger rod diameters as follows: 1/2"pipe 5 ft. span 3/8"rod 1"pipe 7 ft. span 3/8"rod 1-1/4", 1-1/2"pipe 8 ft. span 3/8"rod 2",2-1/2"pipe 9 ft. span 1/2"rod 311,4"pipe 10 ft.span 1/2"rod C. Cast Iron Soil Pipe: One hanger for each pipe section,close to hub,maximum hanger spacing of 5 feet. D. Install additional hangers or supports at concentrated loads such as valves,when required. 2.08 PIPE INSULATION: A. Insulate all water piping,except buried cold water piping,with 1" thick Fiberglas insulation with all service jacket. 2.09 WATER HAMMER ARRESTORS: A. A water hammer arrestor shall be installed at the end of each piping run. Arrestors shall be J. R. Smith fig. 5020 or equivalent of Wade,Zurn or Josam,sized to suit the number of fixture units and the piping length,in accordance with PDI certification with allowance for the piping lengths. 2.10 BACKFLOW PREVENTERS: A. Double Check Valve Assembly: Watts Model 550-S,bronze body with ball valves and strainer,or Wilkins or Febco equivalent,sized the same as the pipe in which it is installed. 2.11 TRAP PRIMERS: A. Automatic trap primer, 1/2 inch connection,air gap type with distribution unit where required. Provide for all floor drains. Precision Plumbing Products, "Prime-Rite"or equivalent. 2.12 EXPANSION TANKS: Steel diaphragm type expansion tanks for use with domestic water. Tanks shall be complete with rigid polypropylene liner and butyl diaphragm. Amtrol"Therm-X-trop' or Taco equivalent. Expansion tanks shall be ASME stamped when required by Code. Plumbing and Piping NEW PARK AT NE 3`d COURT AND UNION AVE NE SECTION 15400 PAGE 4 PLUMBING AND PIPING 2.13 FLEXIBLE CONNECTIONS: Corrugated seamless copper tubing with dielectric insulator;sweat or threaded connection. 2.14 VALVES: A. Valves,2 Inches and Smaller 1. Gate: MSS SP80, 150 psig bronze,screwed,union bonnet,rising stem,solid bronze disc,repackable under pressure,Milwaukee 1151. 2. Globe: MSS SP80, 150 psig bronze,screwed,union bonnet,rising stem,bronze plug and seat,Milwaukee 590. 3. Angle: MSS SP80, 150 psig bronze,screwed,union bonnet,rising stem,bronze plug and seat,Milwaukee 595. 4. Check: MSS SP80, 150 psig bronze,screwed cap,Buna-N swing disc,regrindable seat,Milwaukee 510-S. 5. Ball: 150 psig WSP,2-piece bronze body,stainless steel ball and stem,standard port,screwed,Teflon seat and seal. Provide stem extension for use in insulated piping,Milwaukee BA-100S. 6. Needle(Gage): Trerice No. 735-3 or approved brass needle valve, 1000 psig working pressure at 300 F, 1/4 inch NPT. B. Valve Manufacturer: 1. All bronze gate,globe,angle and check valves shall be of one manufacturer. 2. All iron gate,globe,angle and check valves shall be of one manufacturer. 3. Gate,globe,angle and check valves shall be Milwaukee,Model number as listed,or equivalent of Crane,Hammond,Jenkins,Kennedy,Nibco,Powell, Stockham or Walworth,or approved substitute. 4. All ball valves shall be of one manufacturer, manufacturers listed in(3)or Apollo. 2.15 DRAIN VALVES A. Ball valves,3/4",with hose thread outlet. 2.16 PRESSURE GAGES A. 4-1/2 inch size,stem mounting with cast metal case without back flange with cast metal threaded ring. Range approximately twice normal operating pressure,with uniformly spaced graduations. B. Connect through 1/2 inch nipple with a gage valve and reducer. Provide snubbers. C. Manufacturer: Lonergan C-16,Marsh PCSR,Crosby No. 1 or Ashcroft or Trerice equivalent. 2.17 FLOOR DRAINS A. Floor Drains for Finished Spaces: Cast iron body,nickel bronze adjustable strainer,round top,J.R. Smith fig.2005-A- Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 5 PLUMBING AND PIPING B. Floor Drains for Unfinished Spaces: Cast iron body,cast iron grate,cast iron sediment bucket,J.R. Smith Fig.2210. C. All floor drains shall have trap primer connections. D. Drains shall be models listed Zurn,Josam or Wade equivalent. 2.18 CLEANOUTS A. Floor Cleanouts in Finished Spaces: Cast iron body and frame,round adjustable secured nickel bronze top,ABS tapered thread plug. Zurn ZN-1400. B. Wall Cleanouts: Cast iron cleanout tee with ABS plug. Zurn Z-1441 with Zurn stainless steel round cover. C. Grade Cleanouts: Cast iron cleanouts with countersunk plugs in a 24 x 24 x 4 inch thick tapered concrete slab with top 1 inch above grade. Locate in center of slab. Zurn Z-1474 heavy duty cast iron cleanout housing. D. Cleanouts shall be models listed or J.R. Smith, Josam or Wade equivalent. 2.19 HOSE BIBBS AND HYDRANTS A. Wall Hydrant located in non freeze area. Woodford Model Y24 anti-siphon vacuum breaker protected vertical hydrant. ASME/ANSI Al 12.21.3M Certified. Provide Woodford Model for freeze protection as scheduled. B. Hydrants and hose bibbs shall be models listed or Zurn, Josam or Wade equivalent. 2.20 FIXTURE SUPPORTS A. Water Closet Carrier: Provide Zurn Z-1204 series concealed cast iron carrier,adjustable pattern,vertical style. Support fixture independent of wall construction,installed per manufacturer's instructions. Setting accuracy checked by template. Provide support feet set on sub-floor or cast in sub floor,no topping permitted. Provide synthetic rubber gaskets. Fixture attachment bolts,and nuts,brass acorn type,chrome plated. B. Urinals: Provide concealed carrier,Zurn Z-1221 series,set on sub floor or cast in sub floor, no topping permitted. C. Wall Hung Fixtures: Provide other wall hung fixtures with concealed fixture hanger constructed for fixture,cast iron feet set on sub floor or cast in sub floor,no topping permitted. Zurn Z-1231 concealed arm fixture supports required where suitable for fixture. Zurn Z-1236 exposed arm supports,white enamel finish where fixture is mounted on plaster walls,vitreous enamel where mounted against ceramic or glazed finish walls. D. Carriers and supports shall be selected to suit the construction and the space available. Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 6 PLUMBING AND PIPING E. Supports shall be Zurn models listed or J.R. Smith,Josam,or Wade equivalent. 2.21 PLUMBING FIXTURES A. WATER CLOSET:Provide and install Blowout Jet Toilet. Fixture shall be fabricated from 14 gage,type 304 stainless steel.Construction shall be seamless welded and exposed surfaces shall have satin finish. Toilet shall have elongated bowl and self-rimming flushing rim. Toilet shall meet ADA requirements.ACORN MODEL 1685. Provide with concealed diaphragm type flush valve meeting ADA compliance. ZURN MODEL 952-1.6. B. URINAL:Provide and install straddle blowout jet urinal. Urinal to be back wall washdown type,fabricated of 14 gage,type 304 stainless steel and shall have coved comers,seamless welded,p-trap fully enclosed. Toilet shall conform to ADA requirements. ACORN MODEL 1705. Provide with concealed diaphragm type flush valve meeting ADA compliance.ZURN 995. C. LAVATORY:Provide and install 18"wide ADA Compliant Lavatory. Fixture shall be fabricated of 16-gage,type 304 stainless steel. Construction shall be seamless welded with angle braces. Installed per ADA requirements. Provide with deck mount faucet,air control. D. DRINKING FOUNTAIN:Provide and install ADA compliant drinking fountain. Unit shall be fabricated of 16 gage,type 304 stainless steel,seamless welded. Furnished with an air- control self-closing valve,bubbler with mouth guard,grid strainer,close elbow and mounting bracket. Provide all hardware necessary to mount per manufacturer's requirements. ACORN MODEL 2012-ADA. Provide LMI heat trace cable self regulating to prevent freezing of pipe. PART 3-EXECUTION: 3.01 WASTE AND VENT PIPING INSTALLATION: A. Joints shall be firmly packed with white oakum poured full with lead,thoroughly caulked and left flush with hub. B. Connect to all fixtures. C. Vents through metal roofs shall be flashed with prefabricated EPDM roof flashing units with flexible aluminum base with a pleated expansion joint,installed with stainless steel pipe clamps with stainless steel screws,specifically manufactured for sealing piping penetrations of metal roofs. Portals Plus,Inc."Deck-Mate"or approved substitute. D. Cleanouts shall be the same size as the pipe,except that ceanouts not required to be larger than 4". Cleanouts in soil and waste lines with floor or wall plates where required shall be flush with the finished wall or floor. E. Cleanouts in horizontal runs not over 100 ft. on line,at each change of direction greater than 45 degrees,and at ends of branches over 5 feet in length. Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 7 PLUMBING AND PIPING F. Where no-hub or neoprene gasketed joint soil and waste pipe is used,installation shall be in accordance with manufacturer's recommendations. 3.02 WASTE AND VENT PIPING TESTING: A. Plug all openings and fill the entire system with water to highest vent stack above roof. The system shall hold water overnight. Repair any leaks occurring. B. Final test may be required by either the plumbing inspector using 2 ounces of oil of peppermint introduced into each line or stack,or as required by ordinance. C. Defects discovered shall be eliminated by recaulking joints,replacing defective fittings or pipe. 3.03 WATER PIPING INSTALLATION: A. Connect to all fixtures. Grade piping to drain at low points with plugged tees. Provide 16" air chamber at all water connections at each fixture or water hammer arrestor installed in accordance with manufacturer's recommendations. Water hammer arrestors shall be installed at the end of the piping. Conceal in walls. B. Pipes shall be cut accurately and shall be worked into place without springing or forcing. Run all lines parallel with lines of building unless otherwise shown C. All changes in size shall be made with reducers;bushed couplings and bushed ells not permitted. 3.04 WATER PIPING TESTING: A. Upon completion of roughing-in and before setting fixtures,test water systems at 150 lbs. hydrostatic. If portion of piping is to be concealed before finishing,this portion shall be tested separately. If the test shows leak or defect,repair by remaking with new material. Caulking of screwed joints or holes will not be acceptable. 3.05 DISINFECTING: A. Flush all lines after testing;minimum flushing velocity 2.5 feet per second. B. Disinfect all pipes after flushing to chlorine residuals of not less than 50 parts per million and allow to stand for 24 hours. Open and close all valves to assure complete chlorination. After disinfection,flush and refill the pipe line. 3.06 CONNECTION TO EXISTING PIPING: A. Connection to the existing water piping shall be made approximately where shown on the Drawings. Plumbing and Piping NEW PARK AT NE P COURT AND UNION AVE NE SECTION 15400 PAGE 8 PLUMBING AND PIPING B. Contractor shall make all arrangements for connection and service,and pay all installation and inspection charges,meter charges,Utility Engineering charges,fees and permits. 3.07 VALVES: A. Install gate valves or ball valves in piping system to each Restroom and to exterior wall hydrants, so that these piping systems can be serviced without affecting the piping to the remainder of the building. B. Install brass tag on each valve with identifying number where destination and service of valve is not obvious. C. Install all valves with stems either horizontal or above horizontal. No valves will be permitted which have been installed with stems below horizontal. D. Valves shall meet Uniform Plumbing Code regulations. E. Exterior valves shall be installed in cast iron valve boxes,Olympic Foundry or equal. 3.08 PLUMBING FIXTURES: A. Obtain exact location and mounting heights of fixtures from details on the Mechanical and Architectural plans. B. Provide a stop valve for each water connection to each fixture except where integral stops are specified. Where trim or rough is not specified,furnish all trim necessary for the completion of the job,and of the same quality as otherwise specified. C. All fixtures shall be white except as otherwise scheduled. D. All trim chrome plated. E. Provide escutcheon plates for all pipes through walls and floors. F. Install wall carrier fittings where specified and as required for wall mounted fixtures. Where special wall carriers are not specified,provide carrier of hanger clips furnished as standard for the particular fixture. G. Accessible fixtures shall be installed in accordance with all code requirements. Flush valve handles shall be on the wide side of the fixture stall. Water closets and urinals shall be installed at the required height above the floor. Flush valves shall be at a height required by code. Lavatories and drinking fountains shall be installed with required clearance under the fixture. 3.09 INSTALLATION OF PIPE SUPPORTS: A. All piping supports and hangers shall provide a means of adjustment for leveling, grading of piping and cold spring movements. Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15400 PAGE 9 PLUMBING AND PIPING B. Pipe rings and clamps shall be sized to pass around the outside of the piping insulation. C. Install vertical piping supports to allow for pipe movement due to thermal expansion and contraction. D. Piping shall not be hung from other piping. END OF SECTION 15400 Plumbing and Piping NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15800 PAGE 1 HEATING AND VENTILATION SECTION 15800-HEATING AND VENTILATION PART 1 -GENERAL: 1.01 GENERAL REQUIREMENTS: A. Provisions of Section 15010,"Mechanical General Requirements" apply to this Section. PART 2-PRODUCTS: 2.01 EXHAUST FANS: A. In-line configuration ceiling fan,capacities as indicated.. B. Greenheck Model as indicated,or Penn,Cook or Broan equivalent,with speed control switch, solid bottom plate and backdraft damper,or approved substitute. Speed control switches shall be mounted adjacent to or on the fan cabinets,for air balancing use. C. Fan systems shall be complete with discharge ducts and roof caps or wall louvers. D. Fans shall be controlled by motion detectors,with fan operation for 15 minutes. Running time shall be adjustable from five minutes to 60 minutes. Control devices shall be located in the Utility Room,where directed. Motion detectors,timers,accessories,conduit and wiring shall be provided and installed by the Mechanical Contractor. 2.02 DIFFUSERS AND REGISTERS: A. Exhaust registers shall be heavy duty steel,Titus Model 355RL-HD,with screwdriver- operated opposed blade damper and vandal-resistant screws. Off-white enamel finish. 2.03 DUCT SYSTEM: A. All ductwork,galvanized steel,manufactured in the United States. Ducts shall be constructed for 2"w.g.pressure class,positive or negative pressure as determined by the relationship of the duct section to the system fan or fans,Seal class C. B. Gauges for Ducts: Rectangular Ducts: Larger side of ducts: 12" and less 26 gauge 13"through 30" 24 gauge Round Ducts: 13" and smaller 26 gauge 14"through 22" 24 gauge C. Joints: Longitudinal Joints: Pittsburg lock,or button punch snap lock. Heating and Ventilation NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15800 PAGE 2 HEATING AND VENTILATION D. Transverse Joints: Ducts through 24"on larger side: S-slip or pocket for top and bottom;drive slips for sides. No S-slip permitted on vertical ducts. Ducts 25"and up: Pocket. Clip punch to female end of joint about 6"o.c. Bar slip permitted only where insufficient working space to turn over pocket joint. E. Reinforcing: Between Joints: Larger side of duct: Angle Size: 18" and less None required 19"through 42" 1"x 1"x 1/8" @ 60" F. Installation: Reinforcing angles shall be galvanized steel. Rivets,screws,bolts or spotwelds shall be at maximum spacing of 8"centers. G. Stiffening: Cross break all duct panels over 18" in width,except where the duct is lined or insulated with rigid insulation. H. Break panels outward for supply ducts;inward for return or exhaust ducts. I. Hangers: Rectangular Ducts: Horizontal Runs: Larger side of duct: Hangers 30"and less 1"x 16 ga. strap @ 10'o.c. 31"through 42" 1" x 1/8"strap @ 10'o.c. Round Ducts: Duct Diameters: Hangers 18" and smaller 1"x 16 ga. strap @ 10'o.c. J. Attachments: Upper attachments from the hanger rod,strap or angle shall be selected for the load to be supported,with a safety factor of 5. Fasten hangers to the duct with sheetmetal screws or rivets for ducts 24" and smaller. Bolt or rivet hangers to side bracing angles or side joints on ducts for ducts 25"and larger. Ducts shall be installed so that the ducts and hangers do not touch moving equipment or equipment supports,conduit,or piping subject to vibration. 2.04 ELLS: A. Inside radius of sweep ells not less than 3/4 width of duct except where otherwise noted. Use single construction turning vanes for all square ells installed according to SMACNA Standards Fig. 2.3,2"radius with 1-1/2" spacing and 3/4" trailing edge. 2.05 TRANSFORMATIONS: Heating and Ventilation NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15800 PAGE 3 HEATING AND VENTILATION A. Make increase in duct width or depth no more abrupt than 1 to 7 unless guide vanes are used, unless otherwise dimensioned. B. Decrease in duct width or depth no more abrupt than 1 to 4. Where pipe or other obstacles must pass through a duct,increase the duct dimension only if pipe diameter is more than 1/6 of the duct dimension. 2.06 VOLUME DAMPERS: A. Volume dampers shall be installed as required at all branches in the ductwork. Both the leading and leaving edges shall be hemmed and the side edges flanged 1/2". Place dampers so that the air strikes the smooth face. Size damper to obstruct approximately 95%of the duct area when in the closed position. B. Damper Blades: 1. For ducts 8"x 10" and smaller: Single plate,24 gauge. 2. For ducts over 8" x 10": Opposed blade,maximum blade height 12". Single plate 22 gauge blades up to 12" in length,multiple plate 22 gauge blades over 12"in length. Over 30" in length,use a 1/2"square steel rod stem fitted in a V-crease in the blade. Adjacent damper blades shall rotate in opposite directions. Provide intermediate supports on long damper blades as required to prevent sagging. C. Damper Quadrants: 1. Quadrants on accessible ducts shall be Duro-Dyne or approved substitute: #KS-145 for dampers maximum 10" long;#KS-385 for dampers maximum 30" long; #K-7 with bearings for dampers longer than 30". 2. Quadrants in finished spaces where dampers in ducts are concealed in finished walls or ceilings shall be provided with Duro-Dyne series SRC,sizes as listed for accessible ducts,or Young Regulator Series 301 or Ventlock Series 666 concealed damper operators. 3. Damper positions shall be set and locked in the"open"position prior to balancing. 2.07 COUNTER BALANCED RELIEF DAMPERS: A. Ruskin Model CBD2 or approved substitute. Extruded aluminum frame,.090"thickness. Formed aluminum blades, .025" thickness,with extruded vinyl edge seals. 1/8"x 1/2"aluminum linkage,concealed in frame. Adjustable zinc plated counterbalance on blades. 2.08 FLEXIBLE CONNECTIONS: A. Install at all duct connections to fan inlets and outlets,minimum clear length of 6". B. Type to meet requirements of NFPA Pamphlet 90A. C. Duro-Dyne"Durolon" or approved substitute. PART 3-EXECUTION: Heating and Ventilation NEW PARK AT NE 3rd COURT AND UNION AVE NE SECTION 15800 PAGE 4 HEATING AND VENTILATION 3.01 EQUIPMENT INSTALLATION: A. Install equipment in conformance with Codes and to allow adequate access for servicing. Keep access doors clear of obstruction by ducts,piping or conduit. B. Install extended grease fittings on all equipment where located so as to make bearing lubrication otherwise difficult. C. Install all control devices in the Utility Space,in accessible locations. 3.02 DUCT INSTALLATION: A. Ducts shall be installed so that the ducts and hangers do not touch moving equipment supports,conduit,or piping subject to vibration. B. Ducts shall be installed to allow adequate access and maintenance space for equipment. 3.03 LEAKS: A. Cut material to exact dimension necessary for airtight seams and joints. Plug any leaks occurring with caulking compound. 3.04 WALL OPENINGS: A. Space around ducts shall be sealed where ducts pass through walls from utility room. Pack void space with dense packed loose fill fiberglass insulation. B. Install angle frame at each side of opening to cover edges of duct opening. 3.05 EQUIPMENT LOCATION: A. Exact equipment location shall be selected to allow adequate maintenance and installation clearances. B. Wall louvers shall be located in accordance with dimensions shown on the Architectural Drawings. 3.06 EQUIPMENT MOUNTING: A. Install all piping and wiring to protect against accidental damage. END OF SECTION 15800 Heating and Ventilation DIVISION 16 - ELECTRICAL WORK New Park at NE Yd Court and Union Avenue NE SECTION 16000 - GENERAL ELECTRICAL PART1 -GENERAL 1.1 GENERAL A. Provisions of the bidding requirements and conditions of the contract,Division 1,and this section apply to all sections in the divisions. B. Furnish and install all labor,material and equipment required for installation of a complete safe, workable, electrical system as indicated by contract drawings and the electrical specifications. All work shall be in complete compliance with all local, state and national applicable codes,and as approved by owner, including but not limited to N.E.C. (2005),OSHA and Washington Construction Code(State Department of Labor and Industries regulations). 1.2 APPROVED EQUAL PRODUCTS A. Items of equipment or materials referred to in these specifications and on the drawings are used for the purpose of establishing a quality and standard of materials. Equal material may be used only if submitted and approved as equal products by shop drawings,the contractor shall assume full responsibility and cost to provide a product of equal quality to that specified. 1.3 DRAWINGS A. Drawings are to be used as a guide for quantity,approximate location and electrical system design criteria. It shall be the contractor's responsibility to coordinate all electrical devices with all other trades,and over-all features to provide a symmetrical appearance. Should a conflict of quantity, coordination, location,etc.,arise;the Contractor shall immediately contact the owner for clarification. The owner's decision shall be final and binding as though a part of the specifications. All extra cost involved with the electrical to comply with the specifications or intent of the drawings,will be absorbed by the Contractor unless a written change order(including dollar amounts),is signed by the owner. B. The electrical shall examine the drawings and specifications of all disciplines(architectural,structural, mechanical,etc.)and shall thoroughly familiarize him/herself with the scope of work prior to submitting a bid. Examination of the site is strongly encouraged. Any contradictions,discrepancies, omissions,or conflicts between the drawings or between the design and existing conditions shall be brought to the Architect's/Engineer's attention prior to submitting a bid. The attention of the bidder is directed to the question deadline as specified in Division 0,which is prior to the bid deadline. The bidder is also advised that the drawings are symbolic and representative of design intent. All devices, fasteners, fixtures, and appurtenances may or may not be shown explicitly on the drawings or named in the specifications. Successful bidders will be responsible for providing a complete,code-compliant, working installation including all such items,whether or not explicitly shown on the drawings,that are reasonably necessary or could reasonably be inferred from a thorough examination of the drawings,the specifications,and the site. 1.4 COMPLIANCE A. The contractor shall contact the local utility company for coordination and approval in writing of any and all changes,additional work,etc.,which involves the utility company portion of the electrical service. B. The contractor shall include in his bid price,all utility company costs for additional materials,or labor required to complete the electrical services not provided by the utility company. GENERAL ELECTRICAL 16000- 1 New Park at NE 3`d Court and Union Avenue NE C. Contractor shall secure and pay for all necessary permits and inspections required to complete work shown and intended. 1.5 WORKMANSHIP A. All work shall be performed by skilled,qualified workmen,with adequate experience in his trade to execute all work intended subject to approval of owner. 1.6 GUARANTEE A. All work and equipment to be free of defects for a period of(1)year from date of job completion. Job completion shall be determined as owner's acceptance in writing or final payment by owner. Any work or material determined as defective within the one year guarantee period shall be replaced or repaired by the contractor at no cost to the owner. 1.7 SHOP DRAWINGS A. Contractor shall submit 5 copies of shop drawings to owner for approval of equipment to be used. Shop drawing review and/or approval does not relieve the contractor from any responsibilities for providing proper materials as intended to complete a workable,safe project. No equipment subject to shop drawing approval shall be installed or purchased without approved shop drawings. 1.8 REVISIONS A. There shall be no changes regarding the intent of these drawings or specifications or materials previously approved without the written approval of the owner. Any changes believed to be necessary by the contractor shall be brought to the attention of the owner for his approval. 1.9 CUTTING AND PATCHING A. Any opening required for installation of electrical equipment,conduit, etc., shall be coordinated with the General Contractor. All cutting and patching shall be subject to approval of owner. Any roof penetrations shall be subject to same conditions as required by general conditions. 1.10 EQUIPMENT CONNECTIONS A. The Contractor shall make final electrical connections to all pieces of equipment supplied and installed by other contractors as indicated on drawings. Should any of the above equipment require a disconnecting device(per N.E.C.)it shall be this contractor's responsibility to coordinate, supply and install such devices and make final connection. 1.11 IDENTIFICATION A. Provide proper identification for panel,switches,starters or any other piece of electrical device which would be used as a control device or disconnecting means for any equipment. 1.12 GROUNDING A. All electrical devices,motors,etc.,shall be grounded per N.E.C.Article 250. B. See drawings for additional or special grounding requirements. C. The metallic raceway system may be used as the system grounding path for all devices(switches, fixtures,outlets,etc.)unless noted otherwise. D. A separate green ground wire shall be used for all flexible equipment connections and all exterior electrical devices(exterior receptacles,exterior building lighting,etc.). GENERAL ELECTRICAL 16000-2 New Park at NE 3rd Court and Union Avenue NE E. A separate green ground wire shall be used for all GFI type receptacles. The wire shall be connected to an isolated ground bus in the branch panel feeding the receptacles. 1.13 ACCESSIBILITY OF ELECTRICAL COMPONENTS A. Contractor shall be responsible for code compliance accessibility of all electrical devices per 2005 N.E.C. Section 110-16 and shall coordinate with other trades. Electrical power connections shall not be made to equipment not in compliance. 1.14 AS BUILT-DRAWINGS A. Contractor shall keep record drawing of any and all electrical field changes required during construction. At the end of construction the contractor shall turn over to owner one complete set of drawings indicating field changes for record purposes. PART2-PRODUCTS 2.1 LABELING A. All electrical equipment shall have Underwriters Laboratories,Inc.,or other owner approved testing facility label wherever published standards exist. Compliance with UI,standards is not acceptable. If the manufacturer cannot arrange for labeling of an assembled unit at the factory,the necessary inspection and acceptance by the testing facility shall be performed in the field at no additional cost to the owner,and be acceptable to the authority having jurisdiction. PART 3-EXECUTION 3.1 WORKMANSHIP A. Shall be of quality satisfactory to the owner. Remove and replace lesser quality work as directed at no additional cost to the owner. The owner shall be the judge of the required quality of workmanship. 3.2 COMPLETION,TESTING AND CLEAN UP A. Upon completion of all electrical work,the contractor shall have thoroughly clean equipment and premises of any tools,crates,boxes,wire,etc.,related to the electrical work. Contractor shall perform all tests required to assure a complete safe operating system,including but not limited to tests required by other sections of this specification. After the above conditions have been complied with,the contractor shall inform the general contractor or owner for final inspection. B. During final inspection,the contractor shall have a representative present for removal and replacement of any box face plates,panel fronts,etc.,requested by the engineer for inspection purposes. At time of request of final inspection,contractor shall provide certificate of inspection. If field observation by owner/engineer determines that electrical work is not substantially complete and ready for final inspection,any additional trips for final inspection will be at the expense of the contractor. A written report of conditions,required changes to meet contract documents,etc.,will follow inspection and the contractor shall immediately make changes,corrections,etc.,required to comply with the report. Final contract payment will not be made until this has been completed to owner's satisfaction. END OF SECTION 16000 GENERAL ELECTRICAL 16000-3 New Park at NE 3`d Court and Union Avenue NE SECTION 16110 -ELECTRICAL RACEWAYS,WIRING AND DEVICES PART1 -GENERAL 1.1 DESCRIPTION OF WORK A. This section covers the furnishing and installation of all raceways, wiring and devices used in the construction of this facility. 1.2 SUBMITTALS A. Project data and samples submitted in accordance with the General Division and shall include,but not limited to the following: 1. Catalog data showing material information and conformance with specifications. 2. Manufacturer's name and address. PART 2-PRODUCTS 2.1 WIRING A. All conductors shall be#12 copper or larger,except control wiring may be#14 copper. #10 conductors or smaller must be solid,#8 conductors and larger shall be stranded copper of minimum. size called for or as required by N.E.C. B. Conductor insulation shall be 600 volt THHW or THNVN,75 °C unless noted otherwise. C. All conductors shall be new,clean,soldered and insulated with PVC electrical tape or provided with U.L. approved pressure type connectors equal to 3M Company, Scotchlock or Ideal wing nut with PVC on nylon covers. D. All wire shall be copper conductors. 2.2 RACEWAYS A. Conduit: 1. Galvanized rigid steel conduit or IMC shall be used in all locations,except PVC Schedule 40 may be used for underground(unless noted otherwise on drawings). 2. Liquid tight flexible metallic conduit shall be used for connections to vibrating equipment or motors. 3. For underground applications, schedule 40 PVC may be used. All bends 45° or larger shall be made with rigid steel elbows. All PVC conduit installations shall include a separate ground wire. B. Conduit fittings used shall match the raceway system being used. ELECTRICAL RACEWAYS,WIRING AND DEVICES 16110-1 New Park at NE 3rd Court and Union Avenue NE 2.3 DEVICES A. Approved manufacturers are: 1. Receptacles Hubbell Leviton P&S a. GFI Type GF53621 68991 2091-5 2. Switches a. 1 pole CSB1201 1221-21 20AC1 2.4 SWITCHES AND RECEPTACLES A. Standard wall switches shall be single-pole,double-pole,three-way,and shall be AC quiet type rated 20 Amp, 125/277 volt with screw terminals. Wiring devices shall be ivory colored for general use and brown when installed in service areas or dark finished walls. B. Standard receptacles shall be rated at 20 amps. All devices shall be back and side-wired with a thermo- plastic high-impact resistance face,wraparound mounting strap,brass ground contacts riveted to strap with brass rivets. 2.5 PLATES A. Plates for devices,boxes,etc.,shall be 302/304 stainless steel with satin finish. B. All receptacles shall be GFI type and have gasketed weatherproof plates with hinged cover. C. Plates shall match configuration of outlet. PART 3-EXECUTION 3.1 WIRING A. All wiring shall be installed in a rigid raceway system,including control wiring low voltage,etc.,unless specifically noted otherwise. B. All conductor joints shall be in accessible boxes. Additional junction boxes shall be installed as required to meet N.E.C. or as required to install conductors without physical damage. Any conductors determined damaged will be replaced by the contractor as recommended by owner or engineer. 3.2 CONDUIT INSTALLATION A. Where conduits are run above accessible ceilings,route parallel or at right angles to ceiling system and structural members. Install as close to the underside of the roof as possible in order to avoid conflicting with removal of ceiling panels. Coordinate with the location of structural members, mechanical ductwork,plumbing,lighting fixtures and ceiling support system Conduits shall not be supported from mechanical ducts or pipes. B. In all finished areas conduit system shall be concealed in walls,floors or above ceilings. In unfurnished areas conduit may be exposed,run straight,horizontal or plumb with proper support, unless shown otherwise. C. All conduit shall be independently supported with steel supports at ends, at boxes and all vertical or horizontal runs in compliance with N.E.C. D. All connections for motor and equipment(with vibration or movement), shall be made with flexible metallic conduit with ground wire. ELECTRICAL RACEWAYS,WIRING AND DEVICES 16110-2 New Park at NE 3rd Court and Union Avenue NE E. The layout of all raceways shall be carefully planned by the contractor to insure an installation which is neatly done and workmanlike. Any work showing improper care in planning will be ordered removed, by the owner and shall be replaced in a neat proper manner,without any additional cost to the owner. F. Conduit hangers shall be provided for all conduit runs. Secure hangers to inserts embedded or drilled into concrete slabs. All anchors in concrete to be drilled and set. 33 DEVICES A. Center all outlets with regard to building lines,furring and trim. B. The architect shall have the right to relocate any outlet within 5' -0"of the location shown on the drawings,prior to rough in,without additional cost to the project. C. Wall mounted receptacle devices shall be 18 inches to centerline above the floor unless noted otherwise. Contractor shall be responsible to confirm that mounting heights area coordinated with architectural drawings. END OF SECTION 16110 ELECTRICAL RACEWAYS,WIRING AND DEVICES 16110-3 New Park at NE 3rd Court and Union Avenue NE SECTION 16140-ELECTRICAL DISCONNECTS, PANELBOARDS AND SERVICE EQUIPMENT PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. This section covers the furnishing and installation of all disconnect switches and electrical service equipment used in the construction of this facility. 1.2 SUBMITTALS A. Project data and samples submitted in accordance with the General Division and shall include,but not limited to the following: 1. Catalog data showing material information and conformance with specifications. 2. Manufacturer's name and address. PART 2-PRODUCTS 2.1 DISCONNECT SWITCHES A. All switches shall be heavy duty type, fused and equipped with Bussman"lowpeak,dual element fuse" unless otherwise noted. B. Service switch shall be rated for service entrance and sized as shown on electrical riser diagram. C. Switches shall be lockable with cover interlock. Interior type shall be NEMA I enclosure and all exterior type to be NEMA type 3R. 2.2 PANELBOARDS A. Panelboards shall be dead front,rated for proper voltage and current,and contain lockable door.The following interrupting capacity shall be as follow: 10,000 AIC symmetrical.Panelboards shall be GE, Square D or Cutler-Hammer. B. Provide white on black engraved plastic nameplate with 1/2 inch high characters for panel identification;attached with screws to each panelboard front. Provide typed circuit directory inside each panel door identifying circuit number and use. Photocopied panel schedules are not acceptable. C. Exterior mounted panelboard shall be NEMA type 3R. 2.3 MOTOR STARTERS AND DISCONNECT SWITCHES A. All motors shown or called for shall be equipped with a combination motor starter and disconnecting means(per N.E.C.). This Contractor shall coordinate sizes,number required and mounting method with other contractors supplying motors. PART 3-EXECUTION 3.1 INSTALLATION OF MOTOR STARTERS&DISCONNECT SWITCHES A. All electrical devices, shown or specified,shall be completely installed according to intent of design, including wiring,connection,backboxes,trim, etc.,required for a complete operating installation. ELECTRICAL DISCONNECTS,PANELBOARDS AND SERVICE EQUIPMENT 16140-1 New Park at NE 3rd Court and Union Avenue NE B. Disconnect switches shall be placed as near as possible to equipment or within the equipment at the point of connection;where this is not practical the location of the disconnect shall be verified with the owner. C. All motor starters shall be mounted by Division providing starter. Power wiring to starter to be by Division 16. D. All control wiring(and associated conduit)to be by Division providing devices requiring control wiring. END OF SECTION 16140 ELECTRICAL DISCONNECTS,PANELBOARDS AND SERVICE EQUIPMENT 16140-2 New Park at NE 3`d Court and Union Avenue NE SECTION 16500-ELECTRICAL LIGHTING PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. This section covers the furnishing and installation of all lighting fixtures used in the construction of this facility. 1.2 SUBMITTALS A. Project data and samples submitted in accordance with the General Division and shall include,but not limited to the following: 1. Catalog data showing material information and conformance with specifications. 2. Manufacturer's name and address. PART 2-PRODUCTS 2.1 LIGHTING FIXTURES A. Provide all lighting fixtures as scheduled and shown for the project. Fixtures to be complete with lamps. Contractor shall be responsible for correct fixture count. B. Catalog series numbers specified represent the type and style of fixture and are to be used as minimum acceptable quality standard. C. Fluorescent fixture socket shall have silver plated contacts and shall be rigidly supported. D. Provide lamps for each fixture,number,size and type as required by fixture or indicated on drawings. Manufacturer shall be General Electric,Osram-Sylvania,Phillips,or approved equal. 1. Fluorescent Type:Bi-pin,T-8,3500°K. Fluorescent lamps shall be as noted on fixture schedule with electronic ballast. 2. HID lamps—Equip fixtures with HID lamps as specified. Provide coordinated lamp ballast combination to ensure full light output(rated lumens)of lamp. Where lamp manufacturer recommends operation of lamp in enclosed fixtures provide suitable enclosure for fixtures specified. Include detailed drawing of enclosure with shop drawing submittal. E. Provide ballast type required for the number and type of lamps in each case,HPF-ETL and UL approved. All fluorescent ballasts shall be electronic energy saving type and meet Section 410-73(e)of the National Electrical Code;shall be Advance,Magnetek/Triad,Motorola or approved equal.Total harmonic distortion shall not exceed 10%,and minimum power factor of.98. The manufacturer shall guarantee all ballasts for a period of two years after installation. Rapid-start ballasts shall be certified to have an"A"sound rating. The voltage rating of the ballast shall be as required for the service voltage. All exterior ballast shall be rated for-20°F. PART 3-EXECUTION 3.1 INSTALLATION OF LIGHTING FIXTURES A. The fixture supplier shall provide all necessary hanging or mounting devices for all fixtures and shall be responsible for checking the type needed.for various ceiling conditions. Plaster rings shall be provided where required. Fixture supports and hanging methods shall be in full compliance with N.E.C. 1999. ELECTRICAL LIGHTING 16500-1 New Park at NE 3rd Court and Union Avenue NE B. The contractor shall see that all lighting fixtures designed to be installed into or on the ceiling systems throughout the project shall be of the correct size and design to properly suit the requirements of each area. END OF SECTION 16500 ELECTRICAL DISCONNECTS,PANELBOARDS AND SERVICE EQUIPMENT 16500-2 APPENDIX A GEOTECHNICAL REPORT Geotechnical Reporl Heather Downs Park Development Renton, Washington October 10, 200E " <-f ��` t., a,,.Fw',�r� F``;..:"two �St"'.t;� s.•u d .,..: tV SHANNON 6WILSON, INC. NOW r 4 l� Al Shannon & Wilson, ow missioca is to he a prop—essive, well rrztm age d profcssionaI cons'niting firm in the of eiigineci ing and applied earth.%cience S. Our goal is to hecyorm otrr sc rvices WWI the highi'rt de`—e of pc-ol aionalisvn will clue cnnstderation to the hest inieresis of die public,our bents,and(,Ili crrploreer. Submitted To: Mr. Jim Brennan J.A. Brennan Associates, PLLC 100 South King Street, Suite 200 Seattle, Washington 98104 By: Shannon &Wilson, Inc. 400 N 34th Street, Suite 100 Seattle, Washington 98103 21-1-20373-001 SHANNON WILSON,INC. TABLE OF CONTENTS Page 1.0 INTRODUCTION .................................................................................................................1 1.1 Purpose.......................................................................................................................1 1.2 Scope of Work............................................................................................................1 2.0 SITE AND PROJECT DESCRIPTION.................................................................................1 3.0 SUBSURFACE EXPLORATION PROGRAM....................................................................2 4.0 GEOLOGY AND SUBSURFACE CONDITIONS ..............................................................2 4.1 Regional Geology.......................................................................................................2 4.2 Subsurface Conditions ...............................................................................................3 4.3 Groundwater Conditions............................................................................................3 5.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS ....................................4 5.1 General.........................:.............................................................................................4 5.2 Foundation Design.....................................................................................................4 5.3 Estimated Settlement..................................................................................................4 5.4 Lateral Earth Pressures...............................................................................................5 5.5 Lateral Resistance......................................................................................................5 5.6 Floor Slabs .................................................................................................................6 5.7 Drainage.....................................................................................................................6 5.8 Earthwork...................................................................................................................7 5.8.1 Site Preparation and General Excavation....................................................7 5.8.2 Temporary Groundwater Control................................................................7 5.8.3 Fill Placement, Compaction, and Use of On-site Soils ...............................8 5.8.4 Wet Weather Earthwork..............................................................................9 5.8.5 Erosion Control..........................................................................................10 6.0 CONSTRUCTION CONSIDERATIONS...........................................................................10 6.1 Obstructions.............................................................................................................10 6.2 Loose Test Pit Backfill.............................................................................................10 7.0 LIMITATIONS....................................................................................................................10 8.0 REFERENCES.....................................................................................................................13 21-1-20373-001-R1/wp/LKDLORI DOHERTY 21-1-20373-001 i TABLE OF CONTENTS (cant.) SHANNON 8WILSON,INC. LIST OF FIGURES Figure No. 1 Vicinity Map 2 Site and Exploration Plan LIST OF APPENDICES Appendix A Field Explorations B Important Information About Your Geotechnical Report 21-1-203 73-001-RI/wp/LKD 21-1-20373-001 11 SHANNON&WILSON,INC. GEOTECHNICAL REPORT HEATHER DOWNS PARK DEVELOPMENT RENTON,WASHINGTON 1.0 INTRODUCTION 1.1 Purpose This report presents the results of subsurface explorations and geotechnical engineering studies for the Heather Downs Park Development site located in Renton, Washington. The purpose of our geotechnical studies was to evaluate subsurface conditions in order to formulate engineering recommendations for use in the design and construction of the proposed project. Our services were provided in accordance with our proposal, dated May 31, 2005, and authorized by Mr. James A. Brennan at J.A. Brennan Associates, Inc. on July 19, 2005. 1.2 Scope of Work Our scope of work for this project included the following: ► Identifying and reviewing existing subsurface information in the general vicinity. ► Overseeing and sampling excavation of three test pits. ► Performing laboratory tests. ► Preparing a site and exploration plan and logs of test pits. ► Conducting engineering analyses. ► Summarizing our conclusions and recommendations in this report. 2.0 SITE AND PROJECT DESCRIPTION The proposed Heather Downs Park Development project, as shown in the Vicinity Map, Figure 1, is situated southwest of the intersection of NE 3`d Court and Union Avenue in the City of Renton. We understand that the site was formerly residential property and the majority of the site is currently overgrown with trees and brush, including dense thickets of blackberries. Based on the proposed site plan surveyed by Penhallegon Associates Consulting Engineers, Inc. (PACE), on September 13, 2005, the area of concern at the site measures about 250 feet by 300 feet. In general, the ground surface across the site slopes gently from elevation 414 feet on 21-1-20373-001-RI/wp/LKDLOR!DOHERTY 21-1-20373-001 1 SHANNON Fa WILSON,INC. the south end to about elevation 408 feet on the north end. These elevations are in terms of the North American Vertical Datum of 1988 (NAVD88). The proposed developed area of the park will cover about 75,000 square feet. The buildings at the site include a restroom facility and a picnic shelter. We understand that these structures will be constructed on slabs-on-grade with shallow perimeter footings. The site will also include paved parking lots, playground areas, and planters and landscape areas, as shown on the Site and Exploration Plan, Figure 2. 3.0 SUBSURFACE EXPLORATION PROGRAM To generally characterize subsurface conditions in the vicinity of the proposed structures, three test pits were excavated and sampled at the approximate locations shown in Figure 2. The test pits are designated TP-1 through TP-3. A description of the methods and procedures used for locating, excavating, and sampling the test pits is included in Appendix A. The logs of the test pits are also included in Appendix A as Figures A-2 through A-4. 4.0 GEOLOGY AND SUBSURFACE CONDITIONS 4.1 Regional Geology The project site is located in the central portion of the Puget Lowland, an elongated topographic and structural depression bordered by the Cascade Mountains on the east and the Olympic y mountains on the west. Low-rolling relief, with some deeply cut ravines and broad valleys, characterizes this lowland. In general, the ground surface elevation of the project site is within 410 feet above sea level. Geologists generally agree that the Puget Sound area was subjected to six or more major D glaciations during the Pleistocene Epoch (2 million years ago to about 10,000 years ago), which filled the Puget Lowland to significant depths with a complex sequence of glacial and non- glacial sediments. Ice for these glacial events originated in the coastal mountains of the Vancouver Range of British Columbia. The maximum southward advance of the ice was about halfway between Olympia and Centralia (about 80 miles south of Seattle). During the most recent ice coverage of the central Puget Lowland (Vashon Stade of Fraser Glaciation), the 21-1-20373-001-R1/wp/LKD 21-1-20373-001 2 SHANNON 6WILSON,INC. thickness of ice is estimated to have been about 3,000 feet in the project area. The last ice covering the project area receded about 13,500 years ago. The distribution of sediments in the Puget Lowland is complex, because each glacial advance deposited new sediments and partially eroded previous sediments. During the intervening interglacial episodes, the complete or partial erosion or the reworking of some deposits, as well as the local deposition of other sediments, further complicated the geologic setting. 4.2 Subsurface Conditions The results of our subsurface explorations, TP-1 through TP-3, indicate the general subsurface conditions across the proposed park site are underlain by a varying thickness of fill material overlying native glacial till. Fill was not encountered in TP-3. The fill material, to a depth of 2 to 3%z feet, generally consists of loose to medium dense, slightly gravelly, silty sands. The test pit locations were deliberately chosen to'avoid excavating within future building footprints and adjacent to the site of the demolished former residence. Demolition debris was not encountered in the fill layer during excavation, but may be encountered during earthwork activities. Large concentrations of demolition debris were not encountered during exploration. However, due to the history of the site, which includes two residences that were demolished, it is likely that debris concentrations in the fill may be encountered across the site. The debris may include abandoned foundations, concrete and asphalt rubble, metal, bricks, wood, tree stumps, and other organic and construction debris. Underlying this surficial fill layer, the soils consist of loose to medium dense, slightly gravelly, silty sand (weathered glacial till) approximately 2 to 3 feet thick J overlying a dense to very dense, concrete-like mixture of silt, gravel, sand, and clay(glacial till). Cobbles and up to 3-foot-diameter boulders are commonly included in the matrix of the glacial till, though none were encountered during our explorations. 4.3 Groundwater Conditions Groundwater was not observed in the test pits during excavation. However, we observed iron oxide stains on partings and lenses, which suggest fluctuating groundwater conditions. Therefore, we anticipate that seasonal perched groundwater conditions may be present. 21-1-20373-001-R 1/wp/LK D 21-1-20373-001 3 SHANNON&WILSON.INC. 5.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 5.1 General Based on our current understanding of the proposed park development project as described previously, and on the results of our geotechnical studies, we developed the following recommendations for foundation design. The following sections describe these recommendations and provide additional recommendations for site preparation, excavation, fill placement and compaction, use of on-site soil, and wet weather earthwork. 5.2 Foundation Design In our opinion, the proposed structures could be supported on conventional spread footings or on slab-on-grades with thickened edges. However, because of the depth of relatively loose soils that underlie the proposed structures, we recommend the foundation areas be overexcavated to competent soil (up to about 2 feet) and replaced with compacted structural fill. For footings bearing on densely compacted structural fill or dense, unweathered, native soil, we recommend using an allowable bearing pressure of 2,000 pounds per square foot (psf). Continuous wall footings should have a minimum width of 18 inches and column footings should have a minimum width of 24 inches. All footings should be embedded at least 18 inches below the lowest adjacent exterior grade. The allowable bearing pressure may be increased by one-third for short-term wind or seismic loads We recommend that each footing/slab excavation be evaluated by a qualified geotechnical engineer or representative during construction to confirm the presence of competent bearing soil and to determine that all unsuitable fill and organic material have been removed. 5.3 Estimated Settlement Foundations designed and constructed as recommended in this report are estimated to undergo total settlement of less than %2 inch. Owing to the variation of footing loads and soil conditions, differential settlements are estimated to be about one-half of the total settlements between heavily loaded and lightly loaded footings or along a continuous footing for a distance of approximately 20 feet. It is anticipated that the majority of the estimated settlements would occur simultaneously as the loads are applied. 21-1-20373-001-RI/wp/LKD 21-1-20373-001 4 SHANNON 6WILSON,INC. 5.4 Lateral Earth Pressures The lateral pressures against a buried wall are dependent upon many factors, including method of backfill placement and degree of compaction, backfill slope, surcharges, the type of backfill soil and native soils, drainage, and whether or not the wall can yield or deflect laterally or rotate at the top after or during placement of backfill. If the wall is free to yield at the top an amount equal to approximately 0.001 times the height of the wall, the soil pressures will be less (active case) than if this amount of movement is not allowed due to stiffness or resistance of the wall (at-rest condition). Rigid, buried walls should be designed to resist an "at-rest" lateral earth pressure based on an equivalent fluid unit weight of 55 pounds per cubic foot(pcf). Walls allowed to deflect laterally or rotate at the top should be designed using an active lateral pressure equivalent to a fluid unit weight of 35 pcf. These values should be increased by 1 pcf for each degree of upward _ inclination of the'oackslope above the wall. The above pressures are for permanent walls and assume that proper drainage is provided behind the walls so there is no buildup of hydrostatic pressures. Backfill should not be placed behind a wall until the wall is capable of supporting lateral pressures. 5.5 Lateral Resistance ' Lateral loads, due to unbalanced lateral earth pressures, wind, or seismic forces, would be resisted by base friction and passive earth pressure against buried portions of the structure. We recommend passive earth pressures in dense, silty, gravelly sands or compacted structural fill be determined using an equivalent fluid density of 200 pcf. This value assumes that footings are founded at least 18 inches below the lowest adjacent grade and placed within neat excavations. The above value includes a factor-of-safety of 1.5. We recommend that a coefficient of friction between mass concrete and dense native ground and structural fill of 0.40 be used, with an appropriate factor-of-safety to calculate the resistance to sliding. 21-1-20373-001-R I/wp/LKD 21-1-20373-001 5 SHANNON MMLSON,INC. 5.6 Floor Slabs We recommend that all floor slabs be supported be densely compacted structural fill or dense native soil. If unanticipated loose, soft, or unsuitable soil is encountered in the floor subgrade preparation, it should be overexcavated and replaced with compacted structural fill. We recommend placing a capillary break consisting of at least 4 inches of washed pea gravel or %-inch minus crushed gravel beneath the floor slabs. The washed pea gravel will provide positive leveling and a more uniform surface than the native soil or structural fill and will also act as a capillary break. For heated spaces or spaces with floor coverings, a vapor barrier consisting of plastic sheeting or equivalent should be placed on top of the washed pea gravel. As an alternative,the capillary break may consist of a 2-inch layer of washed gravel beneath a 2-inch layer of crushed rock. The crushed rock should be compacted with a vibrating plate compactor to provide a working surface for concrete placement. We recommend using a modulus of subgrade reaction, k, of 250 pounds per cubic inch (pci) for designing floor slabs-on-grade. This design recommendation assumes that slabs-on-grade are constructed in accordance with the above recommendations. 5.7 Drainage Groundwater was not encountered in the subsurface explorations performed at the site. Therefore, the proposed structures will not require a permanent subdrain system. To control surface water, provisions should be made to direct it away from structures and prevent it from seeping into the ground adjacent to structures or excavations. The ground surface should be sloped away, and surface and downspout water should not be introduced into site backfill. Surface water should be collected in catch basins and along with downspout water, should be conveyed in a non-perforated pipe(tightline)into an approved discharge point. Except as otherwise designed and/or specifically covered in the contract, the Contractor should be made responsible for control of all ground and surface water encountered during construction. In this regard, sloping, ditching, pumping from sumps, providing trench drains, dewatering, and other measures should be employed as necessary to permit proper completion of the work. 21-1-20373-001-RI/wp/LKD 21-1-20373-001 6 SHANNON&WILSON,INC. 5.8 Earthwork 5.8.1 Site Preparation and General Excavation Site preparation for excavation and fill placement should commence by collecting and diverting all sources of surface water flow into temporary storm drainage facilities. Each building site should be cleared of all trees, brush, and other vegetation, and should then be grubbed of large roots and stripped of surficial soil containing significant amounts of roots or other objectionable debris (see Section 4.2) and organic material. The material should not be mixed with soil that may be used as structural fill. Abandoned utility pipes should be plugged or removed so they do not provide a conduit for water that could cause saturation and stability problems. Based on the subsurface conditions encountered in the explorations, we anticipate that the excavations at the site could be made using conventional excavating equipment such as dozers, front-end loaders, rubber-tired backhoes, or tracked hydraulic excavators. Cobbles and possibly boulders could be encountered in dense glacial soil, and the Contractor should anticipate their presence. We recommend that all loose fill soil in the building footprint be removed. Native ground should be encountered from % to 2 feet below existing ground surface. Where fills are made on a slope, the native ground upon which the fill is placed should be terraced to key the fill into the slope. We recommend that the height of each terrace not exceed 2 feet. Following stripping, grubbing, and excavation to obtain desired grades or exposed native ground, a geotechnical engineer or engineer's representative should evaluate the density of the exposed surface. Should the presence of loose zones be revealed, they should either be removed and replaced with structural fill, or dried or moistened as required (including scarifying, mixing, and/or aeration), reworked, and adequately compacted until a dense, unyielding soil mass is produced. 5.8.2 Temporary Groundwater Control Groundwater was not encountered in the explorations performed at the site. If the earthwork occurs during the wet season, perched groundwater could be encountered. In our opinion, perched groundwater that may seep into the excavation and rainwater that falls into the 21-1-20373-001-R I/wp/LKD 21-1-20373-001 7 t SHANNON MVILSOINJNQ excavation could•buxontrolled by means of stamp i and pumps installed.in the bottom of illc. 5.8.3 F111 Place"Acut, Compaction, and U-s-e of On-sfte Soils All fill inatorial phwod behind walls and beneath itructures or other areas, where, settlements are to tic riAuued should consist ofstructuralfill. In, wwra,1,we ex V et that U1031 o f th(;:011-sile soil to be excavated sliould be suitable for reuse ns,.stroctiiral fill,provided the soil iq free ftom or8 Sarni os, debris. and,other doleterkins niitdial. 1711C 011 to.soils-.0011tain qtlaatities (if silt and fines, such t1lot an-tinst ablu inixture is prc xluced undcr vmather conditions-, therefore, it should vnly be used as structurnt fill duringdry weather. If the stniewral fill materiat is imported, it should conisist of a MI-tsonubly Well-gmded mixturQ:of sarid and gm,vel that is free of organicsil debris,rubbish, and other deleterious material. Structural till material should contain not inore,than 20 percent filies 0naterial passing the No. 200 mesh based 01,the,InIllus 'A.-itich kadion)for dry weather Constructions the f,nos should tx-.ijon-plastic; and 'the,Moi-ALtre-coatexit aftlic soil within plus or ini'mis 2 pev=t oilts optimum at the time of compaction. All-structural fill material qhcflllcl have a maximum particle si7vof 3 itnalas s. If trait- liwork teal ens place in wet weather or tad ovadition,,,no matter what thne of the, Year, tile struvIural fill matetial should contain no inom thwi 5 percent finbs(sm %Wt;t Weather Cousidtrations). Pities-.ihould Ix non-plustic, Etxcentt*ortlic5 patent tines contelit.iiinit,thi.,, .soil qhould 011crWisoconform-to tine quality anti gradatioli Oaracteristics of Grovel Borrow as defined in.Section 9-03.14(l) (kiravOl Borrow)of the tuft Washin.&n Stalu-Department of TranspoitAtion:'Amcxican Publc:-NVuTk-.s Aw. 40ciation(W'8*1XYVAPWA)Staridard Specifications. Mor 6 thepla0ement of strioetural lill,.any ponding1wator,should be.drain W.- korn the ,area. A g rCarCh 111cal t.-aigiriecr or the enginwr S repriv-smitali'vo 81.1ould observe the subgrule to evaivate-irit is suitable for placijiga,4nidurgil fill, Stnictu,ral fill.,.qht)tjltlhepl,,,t(,-cd its tttxiCoTmlifts and compactetl to a donse aria unyielding condition,.and to at toast 95 pwom*nt,of the Modified Proctor nmxilrium dry density(American Society liar Testing and Materials [A81"MI D 1557). The thickness cif:soil layrrs before vouipactionshould rmt-ex►x-W 8 inchus R)r heavy equipment compactors or 4 in lets for band-operated inee-houical compactors. 2 t. 11-1-20373-001 SHANNON 6WILSON,INC. 5.8.4 Wet Weather Earthwork Wet weather generally begins about mid-October and continues through about May, although rainy periods may occur at any time of year. Some of the soil at the site contains sufficient silts and fines to produce an unstable mixture when wet. Such soils are susceptible to changes in water content, and they tend to become unstable and difficult or impossible to compact if their moisture content significantly exceeds the optimum. If earthwork at the site continues into the wet season, or if wet conditions are encountered, we recommend the following: P. The ground surface in and surrounding the construction area should be sloped as much as possible to promote runoff of precipitation away from work areas and to prevent ponding of water. ► Work areas or slopes should be covered with plastic. The use of sloping, ditching, sumps, dewatering, and other measures should be employed as necessary to permit proper completion of the work. ► Earthwork should be accomplished in small sections to minimize exposure to wet conditions. That is, each section should be small enough so that the removal of unsuitable soils and placement and compaction of clean structural fill can be accomplished on the same day. The size of construction equipment may have to be limited to prevent soil disturbance. It may be necessary to excavate soils with a backhoe, or equivalent, located so that equipment does not traffic over the excavated area. Thus, subgrade disturbance caused by equipment traffic will be minimized. ► Fill material should consist of clean, well-graded, pit-run sand and gravel soils, of which not more than 5 percent fines by dry weight passes the No. 200 mesh sieve, based on wet- sieving the fraction passing the 3/4-inch mesh sieve. The gravel content should range from between 20 to 60 percent retained on a No. 4 mesh sieve. The fines should be nonplastic. ► No soil should be left uncompacted and exposed to moisture. A smooth-drum vibratory roller, or equivalent, should roll the surface to seal out as much water as possible. ► In-place soils or fill soils that become wet and unstable and/or too wet to suitably compact should be removed and replaced with clean, granular soil (see part 4). P. Excavation and placement of structural fill material should be observed on a full-time basis by a geotechnical engineer(or representative) experienced in earthwork to determine that all work is being accomplished in accordance with the project specifications and our recommendations. ► Grading and earthwork should not be accomplished during periods of heavy, continuous rainfall. 21.1.20373-001-R1/wp/LKD 21-1-20373-001 9 SHANNON6WILSON,INC. We suggest that these recommendations for wet weather earthwork be included in the contract specifications. 5.8.5 Erosion Control The Contractor should employ proper erosion control measures during construction, especially if construction takes place during wet weather. Covering work areas, soil stockpiles, or slopes with plastic, sandbags, sumps, and other measures should be employed as necessary to permit proper completion of the work. Bales of straw, geotextile silt fences, and drain inlet sediment screens/collection systems should be appropriately located to control soil movement and erosion. 6.0 CONSTRUCTION CONSIDERATIONS 6.1 Obstructions Unanticipated conditions are commonly encountered and cannot be fully determined by merely taking soil samples or making explorations. Although not encountered in the explorations, cobbles and boulders are commonly found in glacial soils and should be anticipated at the site. These obstructions would impact excavations. Such unexpected conditions frequently require that additional expenditures be made to achieve a properly constructed project. Some contingency fund is recommended to accommodate such potential extra costs. 6.2 Loose Test Pit Backfill Test pits dug to explore the site were loosely backfilled. If a test pit falls in an area that will not be overexcavated below the bottom of the test pit, the loose soil should be removed during construction and replaced with compacted structural fill. 7.0 LIMITATIONS This report was prepared for the exclusive use of J.A. Brennan Associates, Inc. and other members of their design team to assist in the design and construction of the Heather Downs Park 21.1-20373-001-Rllwp/LKD 21-1-20373-001 10 SHANNON&WILSON,INC. Development project. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist and on the site and project descriptions as presented herein. We should be notified if differences are identified. We assume that the exploratory test borings and retrieved samples are representative of the subsurface conditions throughout the site; i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. During construction, if subsurface conditions different from those described in this report are observed or appear to be present during construction, we should be advised at once so that we can review these conditions and reconsider our recommendations, where necessary. If conditions have changed due to natural causes or construction operations at or adjacent to the site, it is recommended that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. Within the limitations of the scope, schedule, and budget, the analyses, conclusions, and recommendations presented in this report were prepared in accordance with generally accepted y professional geotechnical engineering principles and practice in this area at the time this report was prepared. We make no other warranty, either express or implied. These conclusions and recommendations were based on our understanding of the project as described in this report and on site conditions as observed at the time of the exploration. The scope of our services for this project did not include any environmental assessment or evaluation regarding the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below or around the site, or for the evaluation or disposal of contaminated soils or groundwater, should any be encountered. However, we will be glad to provide such services on request. 21-1-20373-001-R I/wp/LKD 21-1-20373-001 11 SHANNON 6WILSON,INC. Shannon & Wilson has prepared and included in Appendix B, "Important Information About Your Geotechnical Report," to assist you and others in understanding the use and limitations of our reports. SHANNON & WILSON, INC. Ja e A. Mat E sneer N � 1D1�� NAL� ITs 901 o'T-1 Thomas M. Gurtowski, P.E. Vice President JXM:TMG/met 21-1-20373-001-R I/wp/LKD 21-1-20373-001 12 SHANNON 6WILSON,INC. 8.0 REFERENCES American Society for Testing and Materials (ASTM), 2004, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420— D 4914: West Conshohocken, Pa. Washington State Department of Transportation and American Public Works Association, 2004, Standard specifications for road, bridge, and municipal construction (M41-10). 8 21-1-20373-001-R1/wp/LKD 21-1-20373-001 13 r --- R - .t E11N K W J y KIrNU • ,= NE 1!i }• FYI.11�gy_ = S 'i K flll - r R 5�124TH 5{;y = 4 V� t sE !i t25n1 = 1' < >r ST' !c-p cuoo .rj �' !� 6111, � ��.f, ..SiN..:, t26TN —.._..--- - --st ft. -i 41N a rEt �T Ni RMN ,r ut "_ 3Y K fff "I t. N MUM 2500 a F 1100 ` 5000 A a� �SF 12 'Ub --- Y .�r rf ,'iuitiP` 1 2N0 < ST �I I 300 ... (•°--' ..f -- _. _._ -i' ._ t � _ m Sr 15 PROJECT " i ouwr sod LOCATION SE u �IH [017fRY CL Pl PL..1 i E r 136T11 ST SE 2ND SE N •,rNn !IM {`�.\ 4100 �,) of W- 2- S[L*g f;Pt. 9 w SE srH r, �0,SE- Z9 3 Sri ,y, F&= zr}' ... v rr E Tr�� 1 157 1401H M ST SE 142117 ST. e 14210 ST " ui s f uuu r s 3 k 144THi. ST .�44 229" .� 21 .,s4TE rte, ti j'��`F .��'�'� �%"•g�- ,r,�� ,� , NTH ,u .a - .. L '`t\iC' /'r._.x qy�:• /t/rN rw.. ...e k. �Y s Y �j,trN - , Cr !ST ST _'ff '7tiQiN ZST ti�1N {v•7 .rt9fN'' 7 O '`J ISNI:�''✓t} -r s 151St S1 _ 114 ` .- PI 1611 f r s lvA r f+l r s 1 11100..- _. CSC:• - 6t at a 10tH wy$1( St. 161RO T .°v 1N ir( Si SE 164TH ST" - o ll > a •¢ yb t r q <. .ro .I:, � fi , lli{111 ,� _ V• _ ^�'wPb '.�` .! �•`^ 1. Q 165IN 1 - lSi i � �• - E5 '�. - 1Ki sil _ -mow+ F -/ 0 1/4 1/2 1 LL Heather Downs Park Development Scale in Miles City of Renton N Renton, Washington NOTE ti Reproduced with permission granted by THOMAS BROS.MAPS®. VICINITY MAP This map is copyrighted by THOMAS BROS. MAPS®. It is unlawful to copy or reproduce all or any part thereof,whether for October 2005 21-1-20373-001 personal use or resale,without permission. All rights reserved. SHANNON$ °N o and c«> to FIG. 1 RO CLIMBING - LAY AREA i 1 ICNIC 5a=- LANTER PARKING r v� �I PLAYGROUNO R�STROOM LU ' + I s 414 I ,s A i ° 0 50 100 N Scale in Feet U- ° LEGEND Heather Downs Park Development City of Renton TF'-� Test Pit Designation and Renton, Washington Approximate Location NOTE SITE AND EXPLORATION PLAN Figure adapted from electronic flies, "survey.dwg" "hdp jrading.dwg", and "hdp-site4ayiout-dh2.dwg" October 2005 21-1-20373-001 Li provided by client 9-13-05. SHANNON&WILSON, INC. FIG. 2 i. Cso%Mnk i end Emkw..W Conwtt-fa SHANNON 6WILSON,INC. b 1 APPENDIX A FIELD EXPLORATIONS 21-1-20373-001 SHANNON 6WILSON,INC. APPENDIX A FIELD EXPLORATIONS TABLE OF CONTENTS Page A.1 GENERAL.......................................................................................................................A-1 A.2 TEST PITS.......................................................................................................................A-I LIST OF FIGURES Figure No. A-1 Unified Soil Classification and Log Key (2 sheets) A-2 Log of Test Pit TP-1 A-3 Log of Test Pit TP-2 A-4 Log of Test Pit TP-3 21-1-20373-001-R1-AA/wp/LKD 21-1-20373-001 A-i PPE`NIX FIFLD CXPLORATIONS A.1 GENERAL uvre mudks Aw the unymul WW&Ypinem Tner x 2' Wagk±gm FOld txpkyanows Inrf 4inal Am P", 7uont �.wqknl of Cuummy aud sunqduy, three test pt t'-' A IWA 3"A V" AMAMxOng Now 01� t11 Ile appWAyarc Wenru"Is Now Cw, D in tli<-: ulair, tc-v' Fer'01. -on; Qs xvry &catc- in equipnicnIt a(�I'acelIT tk 11t.'t 1'�' t-uiwrv ,41-'Jouruy an ankipmed. f f7d j;on tic R,Akf Lima mant wid tPOL sar"a% P:QVIOR 4% M. Areninvi M=111CS. Lu' TheNe Emmons not WyRms ANd &cunkWed upgcuru'u. All LN WL .uk MOWS UN etCV,-1tL01AS Sllk4 ILI[(! P11. "C7 A-! TFS1 P ITS 1-11 f Ce tl,:'S 4 JYL tS, W j T P-I 111rC U,2 h T P-_ . :!d 1:; t'-' f1'_' rk)'po-�et! h ui 4'd 111 lo:'uLiom Using a rubber-ti ed hackiw,;�: P?u. &d and C.-Te City of RUtwofl -Parks Departtment. I her,test pits wure mavated on S -ternber-10, ,!IiAJ5, 11C -,C�L PIES d p r , d Ic ths artge truut 4 to 8 Ccet belc-,v exi stir'z L�-r,urd A genkqgist frcitu our tirm the excavation o f do too pig s. wumu;-ed soil du1 1Ay. obtained representative ioil as pmpurz d a luq of each ti�st ;it ill tllk�, Held- Each soil sarnple was class--!:lod according to -2 Mod"Ined verixan cffthc 'Si ii Classigntion Syssai (QSCS). which i-,3 pres�-ntod on -,he Soil Clas�,:,-Aca:;,on anLf Log Key (11 gum:A Tht:relative soil den-cities,,or comisumuic6 ofkh soiliIa-ere e�stimated baskA un probing the sakes and batioui of the test pits with a steel T-bar.-wh,--re practical, and by evaluating the relative esse or diffiealtyuvi:the, Vhe --:e1-eifi w densitics arc included in the doseriptions 'Shu-wrt on the test pit log.5. prescarcd un th--i up-pmdix as Figures A-2 tllroug4 2 1-1--2(1-17 3-CAJ I HAN�',10 NI,&tiV I LSO N,i NCI A-4- A!'(t2T+°0,fllPleWVl 4.ti ..X,:2-',I!ir-T -..;7:' A Iles Alere obserw& g"YaNuawy a apag, bw Aa!wr p,- vaA PuL duw; excavation. 11w quWaRy OCgMundwam", Of rot' yt ,10=0 AC exonn"On "as Ameo Ou a V rpm[ eshnmte- ThQ+rest ri! A-4 il, nPqVidu A LUSI NC.' I W!'Iw KlinT&I f-T:q " pllk-,111,�: t!julrycS Q? UN's 1 W1 On! MWOUrl"Wi in tic w. wr Wor inhunuml shown 011 flIC. 1Q49, 1)0 il)' wwaW ;Ind dclifil'-, 'd. AQ LF�rarll3t-rrt t+k �:m�F.'!:' r"' _7 G.RAIN SIZE c_J?�%�+i: tw wirl;i�+t i�"-+.1'r F1 '�{S'f',"• r's-ea r:�al' f ._� � _ ? EEy,."" t t L'� AND fQR S1ZE L, r`r, fie fr,.,E1s ni: r 1 £�l;tt� �u� yF=�..� kai i'p'�t. c�� :. -., "'S Ali s!�1..;Y 1,+J•,�J<; l�t,x'tf'rlY 1k OF SOIL CONSTITUENT S s :tlh _i _.!Il:'I _r1?'.'a .., _f';: !± ni,: _ .`�..v- �. Pi_. !rc., _ 711.° t7 iF`11°r"I r.'Ftt:eatf tly 4 ci'l I d `b RELA- l.1 DENSITY n f ir,E-r.�f€rtFrlEO sOtL:s 4tIS7UEOtTEw8 C ` 'FEt' L r -.. = !�:F'� r" GI'.• �,rp.� _.t,:_ _ { � p . .. tf'4 !::f =. ut�: :i iltt .'it'+r AsaeEv'Arot!1s 'A ELL NO r)t' 1EFZ S``C'.'vfiBOLS E14;v. taleyaiIU,, rt 1'y'E.. } --...,..»..» _.'..�`F' ;1r.'!.I, A3tJt'tdgi-,r('p 1t15 Ydr�CEtG� _� air Man. nur,cr:'[ <i:vet N 8t[}L'4 for t%ii1; ?.v?;6-;rtul k ir1c,=-t erras NA Nctapphcjit.4 v1'c'E srcle' k NP Non Pl st, 0.0 Outslde larretar Pit} Phctct-icr;i atixi ceLeLtui Ppm parr per rr!iilcn PVC P a uin°!CNoritle j 1-teathf-,,r Downs Park Development SS Spit sp rl sarllpder Renten.WeshiNton $P`r Stmdarul perietratcri test USC Unified seal classttica,cin I _ ' € W�der tavet Jdiciatar SOIL CLASSIFCCAMON AND LOG KEY tr, f;'W 2r 20C,5 2 1-1-20373-001 SHANNON&V'1fILSON, INC1 FIG.A-1 :t-�Wt t•�r z UNIFIED SM GI SiFICATION!MTEM WZCSj (Franc ASTM D 2437-98 4,2488-931 W7. it ; • 1 r4 IIi t. ;•r It f I 31tjI _ r-J -- t `S 1?Ality � - ,e t_t�:. ��`�—.f. .13s.y s `Jl•..c'k j.k.C�I`-3�d'�t�lf£.�[ III 1 X133?i.. �._r_a1t.slkr� i P,t.r .v 1i!UHLY- r 'ft alai , i i, '_AST'4 0 t•s,'=- •- NOTE- NF.4 size=-"-trn %4L c r? Hsakher DDams,Park,Developmortt Renton,Washirigton I.Dual imbtafa byahy�t*rr;im' silty ffhe:AVQf ere used flor crA5 Mt,'a arK, ' _ car wr,um thu rfq'u;d finis arcf,.4as ic,fiy 6nfex vaMo rtitin!z �� _ SOIL CLASSIFICATION r� �,r� ,f the Ord ica AND LO 2 Sorderfire syr tds scpautuct Lt/d.shah,,ff, r 21-1-20. 1.i-[fE6 C Gt.r't`�dayey SMT:G6�*nrS1,V ward€C,f-,1I^Ve-v'it ��V t � a� c��t} �]�. s t t� WILSON, INC. FIG,A c, irr�ffeaie t the Sod wau r-atf ifAv c,r;e�f ttvv toe v=..j.Z : IS. S ;Z--e?citl•£r,g 7t'�:-N.r;7^,I;T:YY4.t+G_Y.t:lt's"3 -wPr e7 4F:1 .G _ c - C l CIL — L {� Ul LU IW it 1P (J 1} Y a_G CL f I �. 4 - i - JaIB % ja}eAA as Li IL 0 LU F t .. u W 0 dim c �6 Ate. 'r Lf ID m c c '� g`�. uSr r i _ t we CL `. EtF.'p ,a- i1 tir " L c —it i E c L — u C- f rv: c 47' tr7 01 6 a- r- `al wq b Lj 4 ! cc 0 IL -u `IF-Lao i ni cl i t -y73 P ch 4M "� } z LE w CL LL{ i:-a � ;,g � -C � E — `E{ L F d tt7 ct1 Q r t?E E L nc W �p �, �3 yam, FIG. 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Heather Downs Park 7�YPPP-SS-TTTT CD io I { ter` i ti f j i 1 1 _ I �'y 9 ! GzymZ m 24�z1lGm 21�m �_ I I �p3y ZI A;:p m A A N co ;z� MIS To 3;-1N Z v ' I I ( j i r7rn -nom A L2 d �� iii Yi ��eziF an��em-1 �FRm l CD ` ,� i rtq SSW - ooU" _n N k � a � t c (7, 4 Q � { e UNION AVE NE -i z 7 rn 0 � cmf I _ Z z C.0 � { i z0 m z cnm i w IM * it j - p m F UUit+ii NAMt. , "W Heather Downs Park �PPP-SS-T-M t.. i t �t i k.§ 1 I ' a m i a S � N ' f o i , �r x 4 I ' f I m O Z I i i f � u'g fI m � 1 w �* n < 0 I � y 1 „ ta , w i z r ,777 ». _... I oA UNIO'N' AVE N m 0 z� I I v >z � A M u) m MC In f N av� ; CA i 3 O P -SS- 1 Heather Downs Park P m`.2 x r s o cn�s � a i ITl et1 vim.uv� � rT i i �22 p ,70 cm ? it i rn Cl 3 I1�." _....- m °" .fitlI'M z. s w e �o " 1 , I w it n _ F z `'., nv rI ym a j i C7 r I I m - r� I � N CRl F4+lAY ,Jn3 ,9 1 GE RCADW f � -F A E'ICM'f I u —1 aoz t r pu A�z mZCmJ ➢ T 2 b M Z 1 rn p� `.A fn z � ,a C 7�7 i V) m Z A : m «S£ n Z m <m p g D M W ! m 4� zm —i o Ct7 ' A m MO j 20 AW — M IT — t r/O nJ ' N ° YftV3txy1. IwWC. Heather Downs Park tP PPp_SS-TM nc c, zi 1 1{i t 3. r , r i xxM iFx iM'1xr xY.xx�1�1 1M11 V1/�'# , +I ryryf� k .W f - I v - r z � - i a I` x i , .n v �t ,n s _5 � � r I 1 I Z ` A r > x'> o hu, If Ir ag r- y y J O*L+ I O. / , I r=IZ c �c_ �c I � l 9e J 'ICD rn �m _ . i , ivr 1m j sne ms—aas a.wr i : t X1'1 .: ^ ft UNION AVE NE 23" , ' ry m O ^ 'A \\ C.CIA. I� c m Z7 ! .r-n en}c'v a Icn mrn elm m �;� > r p ' min a> iso 40 � � Z w m r r>i� �: c� t v7 7 �Tf �I f p >.z ! J �r'I 41-97 `#i i �r�i \�n �� p'r� v +��y4 qp �i I� v�C mw -m! v o � c > a n I I( p Z77 ~mom .N .` � �v�i mC) i I :T �n o� n 2'g ,_ 'c-'{ rn� i yn nr v I° imjmyn R �� cz o = I� Z CIE m N t 4 1 A Heather Downs Park PPP-SS Tt T T 3 I t h ql. 1, i 1 � m 1 u . w i Y. � p T >xwa raw�n�aw..ar a�:wa a� w'+d 1y. � I � i I l I an i I 1 i r I i J i 3 ff as / c-) it- 73 z9 I I pn 1 lNV c~. �( i i CJ Iq p I-rr" �c`n to rorn m m u pp rb ' trs It � r {pY x iv Im�n u,r.was��rsims� .....i 4.•�T' t - _� � O :.. I I � I i _ t I UNION AVE NE PZfl ! ';;'tJ .�," G":7 v�. ._._�.b ji r _ 1 i � 44 �� I �. - .. Y It ,�1 ❑ �(, r 1 Z Z C1,I- of cn. -o l2 219 zln !, .�1� pZ 7J m° G7 r� '�� Im O A z cn � m c m ZQ VII°� Ip p HIV I°mo. fir` 4 PROJECT WME Downs Park PPP-Heather DowSS-TfTT „kS r t'.:. of Ddb 'UA fo 14 F'F R F !lt M { ' Q crr z� i � 0 ,.� o � 4 nlp �I} rn b J x D cr (' .ITT +� }r,I "a c' Ln RAtID .I I. T (D -4 r. P cn i Is z m A l iQ iy aa'�`4' 1'_" 7 L 7� n i it1 c� I, 2' r 7 Q VIZ � � D u r- I '" 1 RI r � r a,� Imo._- '� 1 "• Tli t - N Tji lam) :/ 7 i 1 j z _ -- - V) r i j G7 I 2 MIN. — 5-p^ m of I I"T"I �_— j r � r J zzL , _ rrt _ -a as A - a r w. �� m C/1 I r r 1 n rg it iv I ri.0 l t A� it n r � � v'fl m m m �-r� 'r t, ' k._..__a�� r+�.-;6;m Z Q D F I-q .� G) Z'! v– � O DZ �zv V? c' } p x r cn c Q o D i J' rn M C `Y-- N I o w r„ I I ....__._...__._......._.....—__.._..___. PRMI NAME — — — fnsr+" PPP-SS- TT%M Heather Downs Park C'1 m m cE s f'T'1 ; Nt T < a c`, E�T'1 f _ (;-- -•�•� 1 z f" --i sit r , c r - CD P. e i lot n [ i I �� d I �•rl a -y i� � r f: '�c� 'r ci +. ri1�,. y D ; --_y 12 � I .t cW 1 \ -I --I r,� '1 A Y' { °Vv\• zn zi -21. lryll \ 4 ti t -wry+`'ZJ, 2 0 i pal fn I�TI � m 0 r-i—�1 - ---� y - BAU OF n s; EJ I h PFiC,it4.J NAMt w _ - Heather Park PPP-S -TTfT 1 i I k � 1 1 r I > Iore 1E i f5/ '-'°_"•'' / ✓'` It ti T 1 e � • , I �v. 1 tiyl N n n � } _ � t , F , - ,° _ . i i fl �� : x fi'— :.= ". jl nw�onee eama aewa mgrrw,n yaw. fi° C � z ILL rri Ti Ln rnli iniN .. r lL= z , 1 W it li`,'�-,•' Ft ML mp A i it F 'x T r I.j t , J _ z i r ` 4 —� � ry�p ¶ '4,1 rn ��LVtY � � 4 � �- y` � r �� ,. Sri-.._ r--..r---.._ _.-�.. .--- _- _:..._,'..�_._� 1 (O ! S!JG5t2o t'V y �� 1 K IT , 1 b k ^ m C?.! ic l z°3 +� oiA rc m C. 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O m >mnZ Z D r m 0 p Z M-T C m z0m O 0 m CO rf> m m W m o cn m Z PROJECT NWE New Park °OCR• "ROC" 8 D D D TYPE SIZE -r o N (P w (P MATERIAL r�rr D P1NI o - - FIRE RASING is � � RcOm nreER HARDWARE CP pi `�i c`� FLOCK v+ w w Z NCRTH — m I m m _ m m -� _..._, -_ Z A JAMB 7�4 w w w n _AST z THRESH D! m - UIEST = sp J I MATERIAL I off— - I FMSSH a rJ p SMTH t 111 �; -- Im ) - 'REMAS 1 n v -AST 4EIGHT — Z z "i b ID D Lo -# (� !2 A) mmm � jMATERIAL ��m 9M C7 U irri r I t _ =m t- i 3" + eEMAiS f — c P i { t p j i s + .4s{t7 t{y+l f,-../ "'7?l✓i.-A�i; !tn t�.}t m f ni I i i f m I s ire � fI � r I i o" G f i. m M m am m g Y < < Y A Z Z c� � op 000 ® 00 0 0 0 0 0 000000A ;!w t A O? N y { ?m rn m7 3TOO % - ID i` A Z gj �D Cl 01D f1 O ji m cv� �1 3 rIDii t3 (p 1L 77 �D a c r m - v A p fi li m A fh ' r 7y p �� -- t - � m m 1 rn Z v O nn v 3 Z i w i xr i ppg i A ,yv cA �t�1o1lI g b crn m D D r 33 i r O O ia Q� z -n Ill 0 3 EE m i VJ Z Z i + 0 ` i � m 2 m v i w- 0 a ff m IIm Dr am �m X(p Op v b m g p U o m Z -(1 r p -1 CAS/A-I Lam, D 6t—z m v A d rn m v C J7 _Z.T. ti. = r r 2�_S m A t�'i� an d r X v r� r COJ _. A - tri r D D C.�z�i < tR rn D m Z <m rn f� V _ d C M L5' _ r +» A rrp N -r 3 _ r mD C� - t t rn '?a, �O O tp Z rit z m v v D n 7] _ _.._._ .......... .._ _._ ._. ... — K,r� D D rt� czp q m m m © (1 D cn m Tr ° A m PROJECT NWE New Park Im a. m � Tri rm- —m a (TI Z C E 71 10 zi f su As 7 a fi �I N r 7�1 cp m Gi wjm u L m Im co tj ( c �i r1 K I y 1 Al if I __T O z 1 I �=F VT tp tp ,41� m 1 - i � " , 1-� m m m m T A b m �b I m m m qo :Ib 16 ws f�_� 2 y r m �zp, j Sys+ 1 i L J rn w ro -a m m� m h �6 ! ----- z r -TI {�� + r . 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