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Home My WebLink AboutContract ""�'" * CAG-02-104 • 1997 Edition -Electronic Format AIA Document A101-1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM a71 st AGREEMENT made as of the day of mm ta f 2002 THIS DOCUMENT HAS IMPORTANT LEGAL (In words,indicate day,month and 4r) A CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH BETWEEN the Owner: RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF (Name,address and othermformation) THIS ELECTRONICALLY DRAFTED AIA City of Renton DOCUMENT MAY BE MADE BY USING AIA 1055 South Grady Way DOCUMENT D401. Renton, Washington 98055 AIA Document A201-1997,General and the Contractor: Conditions of the Contract for (Name,address and other information) Construction,is adopted in this document Hisey Construction. Inc. by reference.Do not use with other P.O. Box 11380 general conditions unless this document is modified. 6376 NE Tolo Road Bainbridge Island,WA 98110 This document has been approved and endorsed by The Associated General Contractors of America. The Project is: (Name and location) Site work, concrete foundation, paving and storm water drainage system for Owner- supplied CBC steel building. The Architect is: (Name,address and other information) Pacific Engineering Technologies. Inc. 1300 Dexter Ave N.. Suite 100 Seattle, Washington 98109 The Owner and Contractor agree as follows. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, =mu 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, s=( representations or agreements, either written or oral. An enumeration of the Contract Documents,other than Modifications,appears in Article 8. 01997 AIA® AIA DOCUMENT A101-1997 ARTICLE 2 THE WORK OF THIS CONTRACT OWNER-CONTRACTOR AGREEMENT 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. The American Institute of Architects 1735 New York Avenue, N.W. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION Washington,D.C.20006-5292 © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 1 w 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or,if applicable,state that the date will be fixed in a notice to proceed.) The date of commencement shall be the date of the Notice to Proceed. If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other security interests,the Owner's time requirement shall be as follows: THIS DOCUMENT HAS IMPORTANT LEGAL 3.2 The Contract Time shall be measured from the date of commencement. CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than MODIFICATION.AUTHENTICATION OF days from the date of commencement,or as follows: THIS ELECTRONICALLY DRAFTED AIA (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of DOCUMENT MAY BE MADE BY USING AIA commencement. Unless stated elsewhere in the Contract Documents,insert any requirements for earlier Substantial DOCUMENT D401. Completion of certain portions of the Work.) The Contractor shall achieve Substantial Completion of the entire Work no later than AIA Document A201-1997,General November 22, 2002. Conditions of the Contract for Construction,is adopted in this document ,subject to adjustments of this Contract Time as provided in the Contract Documents. by reference.Do not use with other (Insert provisions,if any,for liquidated damages relating to failure to complete on time or for bonus payments for general conditions unless this document is early completion of the Work.) modified. Liquid Damages in the amount of Two Hundred ($200.00)will be assessed for each calendar day that the Contractor exceeds the final completion date a stipulated This document has been approved and above. endorsed by The Associated General Contractors of America. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Two Hundred Eight Thousand. Eight Hundred Ninety-Six and no/100 (which includes Washington State Sales Tax) Dollars ($ 208.896.00. which includes Washington State Sales Tax. ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates.If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement,attach a schedule of such other alternates showing the amount for each and the date when that amount expires) The Contract Sum is based on the base bid of$208,896.00 (figures include Washington State Sales Tax). 4.3 Unit prices,if any,are as follows: N/A ARTICLE 5 PAYMENTS �'` 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor 01997 AIA® and Certificates for Payment issued by the Architect,the Owner shall make progress payments AIA DOCUMENT A101-1997 on account of the Contract Sum to the Contractor as provided below and elsewhere in the OWNER-CONTRACTOR AGREEMENT Contract Documents. The American Institute of Architects 5.1.2 The period covered by each Application for Payment shall be one calendar month Was New York Avenue,N.W. P Y PP Ym Washington,D.C.20006-5292 ending on the last day of the month,or as follows: © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, © 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 2 The Contractor will be provided viNert copy of the City's Accounts Payable Ca ti!+tdar. The Contractor shall submit each Application for Payment a minimum of one week before each month's Cut Off date. Payment will be made according to the City's Accounts Payable Calendar. 5.1.3 Provided that an Application for Payment is received by the Architect Contractor not later than the day of a month,the Owner shall make payment to the Contractor not later than the day of the month. If an Application for Payment is received by the Architect after the application date fixed above,payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. N/A THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH 5.1.4 Each Application for Payment shall be based on the most recent schedule of values AN ATTORNEY IS ENCOURAGED WITH PP Y RESPECT TO ITS COMPLETION OR submitted by the Contractor in accordance with the Contract Documents. The schedule of MODIFICATION.AUTHENTICATION OF values shall allocate the entire Contract Sum among the various portions of the Work. The THIS ELECTRONICALLY DRAFTED NA schedule of values shall be prepared in such form and supported by such data to substantiate its DOCUMENT MAY BE MADE BY USING AIA accuracy as the Architect may require. This schedule,unless objected to by the Architect,shall DOCUMENT D401. be used as a basis for reviewing the Contractor's Applications for Payment. AIA Document A201-1997,General 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion Conditions of the Contract for of the Work as of the end of the period covered by the Application for Payment. Construction,is adopted in this document by reference.Do not use with other 5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress general conditions unless this document is Subject P P g modified. payment shall be computed as follows: This document has been approved and .1 Take that portion of the Contract Sum properly allocable to completed Work as endorsed by The Associated General determined by multiplying the percentage completion of each portion of the Work by Contractors of America. the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of Five percent ( 5%). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Subparagraph 7.3.8 of AIA Document A2o1-1997. .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of Five percent( 5%); .3 Subtract the aggregate of previous payments made by the Owner;and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Subparagraph 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 77:;,. : shall determine for incomplete Work,retainage applicable to such work and unsettled mom claims;and (Subparagraph 9.8.5 of AIA Document A2o1-1997 requires release of applicable retainage upon Substantial 01997 AIA® Completion of Work with consent of surety,if any.) AIA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT .2 Add,if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph The American Institute of Architects 9.10.3 of AIA Document A2o1-1997. 1735 New York Avenue,N.W. Washington,D.C.20006-5292 5.1.8 Reduction or limitation of retainage,if any,shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work,to reduce or limit the retainage resulting from the percentages inserted in Clauses 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents,insert here provisions for such reduction or limitation.) 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 0 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 3 • `viipe Noe 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: THIS DOCUMENT HAS IMPORTANT LEGAL .1 the Contractor has fully performed the Contract except for the Contractor's CONSEQUENCES.CONSULTATION WITH responsibility to correct Work as provided in Subparagraph 12.2.2 of AIA Document AN ATTORNEY IS ENCOURAGED WITH A2o1-1997, and to satisfy other requirements, if any, which extend beyond final RESPECT TO ITS COMPLETION OR payment;and MODIFICATION.AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA .2 a final Certificate for Payment has been issued by the Architect Owner. DOCUMENT D401. 5.2.2 The Owner's final payment to the Contractor shall be made no later than 3o days after AIA Document A201-1997,General the issuance of the Architect':,Owner's final Certificate for Payment,or as follows: Conditions of the Contract for Construction,is adopted in this document by reference.Do not use with other ARTICLE 6 TERMINATION OR SUSPENSION general conditions unless this document is 6.1 The Contract may be terminated by the Owner or the Contractor as provided in modified. Article 14 of AIA Document A2o1-1997. This document has been approved and 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document endorsed by The Associated General A201-1997. Contractors of America. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AIA Document A2o1-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon,if any.) Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business,the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 11111111111111 7.3 The Owner's representative is: (Name,address and other information) '+'• I . City of Renton �•' I` Tracy Coleman T " y 1P Nap 16 1055 South Grady Way am= 5th Floor Renton,Washington 98055 01997 AIA® 425-430-6623 AIA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT 7.4 The Contractor's representative is: (Name,address and other in formation) The American Institute of Architects Hisey Construction. Inc. 1735 New York Avenue, N.W. Washington,D.C.20006-5292 John Hisey, President P.O. Box 11380 6376 NE Tolo Road Bainbridge Island. WA 98110 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 0 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 4 206-842-7301 Nur Niue 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. 7.6 Other provisions: The City. through CHG Building Systems, will provide anchor bolts and layout drawings for the bolts to Hisey Construction. CHG to confirm placement of the anchor bolts• and then the City will authorize Hisey Construction to proceed prior to the foundation pour. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS RESPECT TO ITS COMPLETION OR 8.1 The Contract Documents, except for Modifications issued after execution of this THIS ELECTRONICALLY A AUTHENTICATION DRAFTED A OF P THIS ELECTRONICALLY DRAFTED AIA Agreement,are enumerated as follows: DOCUMENT MAY BE MADE BY USING A/A DOCUMENT 0401. 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A1o1-1997. AIA Document A201-1997,General Conditions of the Contract for 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Construction,is adopted in this document Contract for Construction,AIA Document A2o1-1 by reference.Do not use with other 997• ,general conditions unless this document is 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the- modified. Project Manual dated-May 22. 2002,and are as follows: This document has been approved and endorsed by The Associated General Document Title Pages Contractors of America. Exhibit A Insurance Requirements 1 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3,and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages 8.1.5 The Drawings are as follows,and are dated unless a different date is shown below: (Either list the Drawings here or refer to an exhibit(CBC Steel Building) attached to this Agreement.) Number Title Date Al Site Plan 05/31/02 - IMMO A2 Floor Plan 05/31/02 A3 Elevations 05/31/02 Cl Drainage Plan 05/31/02 S1 Foundation Plan 05/31/02 T '� Sections&Structural Notes iimoom El Schematic Electrical Floor Plan 05/31/02 ®1997 AIA® AIA DOCUMENT A101-1997 8.1.6 The Addenda,if any,are as follows: OWNER-CONTRACTOR AGREEMENT The American Institute of Architects Number Date Pages 1735 New York Avenue, N.W. Addendum#1 July 15. 2002 16 Washington,D.C.20006-5292 Addendum#2 July 26. 2002 1 Portions of Addenda relating to bidding requirements are not part of the Contract Documents O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, O 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 5 low unless the bidding requirements are also enumerated in this Article 8. 8.1.7 Other documents,if any,forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract Documents.AIA Document A201- 1997 provides that bidding requirements such as advertisement or invitation to bid,Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) N/A This Agreement is entered into as of the day and year first written above and is executed in at least three original copies, of which one is to be delivered to the •ntractor, etie 4e-the-THIS DOCUMENT HAS IMPORTANT LEGAL • . . - .. . . -• . ,and the remai I to the Owner. CONSEQUENCES.CONSULTATION WITH• AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION.AUTHENTICATION OF ��✓✓✓ HIS ELECTRONICALLY DRAFTED AIA E R (Signature) CO A t TO R (Signature) DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. Jesse Tanner, Mayor Y a-Og ohm- President AIA Document A201-1997,General (Printed name and title) Tinted n. e and title) onditions of the Contract for /'/ �. Construction,is adopted in this document �l�►d-lt�t,[_ _ Vi- lJ al&O.A) (signature) by reference.Do not use with other general conditions unless this document is Attest: Bonnie Walton, City Clerk modified. This document has been approved and endorsed by The Associated General Contractors of America. aro 01997 AIA® AIA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue,N.W. Washington,D.C.20006-5292 O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 0 1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates US copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. expiration as noted below. User Document: 2002-183AA POLICE BLDG SITEWORK.AIA--8/2/2002.AIA License Number 1008538,which expires on 9/3/2003. 6 Ir ,.✓ 2002 Accounts Payable Calendar January ' January May July S M T W T F S 4 PO Cutoff for 2001 3 Check Run S M T W T F S 1 2 3 4 5 1 2 3 4 5 6 6 7 X 9 10 1 1 12 7 6 9 1 0 1 1 1 2 1 3 13 14 15 16 17 IX 19 10 Last Check Run of 2001 7 Mail Checks 14 IS 16 17 I% 19 20 20 21 22 23 24 25 26 21 22 2; 24 25 26 27 27 2% 29 30 31 28 29 20 31 15 Mail Checks 10 Cut Off 18 Cut Off 17 Check Run 29 Mail Checks 21 Mail Checks February August S M T W T F S February 24 Cut Off S M T W T F S I 2 1 2 3 3 4 5 6 7 X 9 1 Cut Off 4 5 6 7 „ 9 10 10 11 12 13 14 15 16 31 Check Run 11 12 13 14 15 16 17 17 18 19 20 21 22 23 IS 19 20 21 22 23 24 24 25 26 27 2x 8 Check Run 25 26 27 28 29 30 31 _ June 12 Mail Checks 4 Mail Checks 15 Cut Off 7 Cut Off March 22 Check Run 14 Check Run September S M T W T F S S M T W T F S 1 2 9 26 Mail Checks 18 Mail Checks X 9 10 II 12 10 14 3 4 13 6 7 X 10 II 12 13 14 15 16 15 16 17 IS 19 20 21 17 18 19 20 21 22 23 22 23 24 25 26 27 26 24 25 26 27 28 29 30 March 21 Cut Off 29 30 31 1 Cut Off 28 Check Run 8 Check Run July . 12 Mail Checks 2 Mail Checks October April S M T W T F S 15 Cut O f f 5 Cut Off S M T W T F S 1 2 3 4 5 1 9 3 4 5 6 6 7 8 9 10 11 12 7 % 9 10 li 12 13 14 15 16 17 18 19 20 22 Check Run 12 Check Run 13 14 15 16 17 1x 19 21 22 23 24 25 26 27 _ 20 21 .22 23 24 25 26 28 29 30 27 26 29 30 31 26 Mail Checks 16 Mail Checks 29 Cut Off 19 Cut Off April 26 Check Run , November S M May T F S 5 Check Run 30 Mail Checks S M T W T F S 1 2 3 4 i 2 5 6 7 X 9 10 11 9 Mail Checks August I) 11 12 1? 14 IA 16 12 13 14 15 16 17 15 19 20 21 22 23 24 25 12 Cut V11 Ott 2 Cut Off 17 IX 19 20 21 22 23 26 27 2% 29 30 31 24 25 26 27 28 29 30 19 Check Run 9 Check Run 23 Mail Checks 13 Mail Checks June ' 26 Cut Off 16 Cut Off December S M T W T F S S M T W T F S 1 23 Check Run I 2 3 4 5 6 7 2 3 4 5 6 7 X % 9 10 11 12 13 14 9 10 II 12 13 14 15 15 16 17 18 19 20 21 16 17 IX 19 20 21 22 22 23 24 25 26 27 214 23 24 25 26 27 2% 29 29 30 31 30 Issued January 3,2002 ■ lire rn Q N N N V H H N N O O N N Z Z sl SA S et _�� ' 14, 1x : NLi N t ° N a 0 1 a N .0° r §O O§8§5§83 § 6'§§ M § H N C 0 A H N•H c - V E §1 p § §§ §) § a OI O Q B. p g q N N N H �f i_ r agg V • a g§§ N E t N N H N ..• E Z L o §§H § c-c- c- §$ r-N �, o .. o ..F $§g 88 O m 0 0. N c E LE7' o; EMI N HV! H _ " ° ° . •-( r m 00. a.a m M U o o o §U°Z § §Uo U §§ w � e" s_ ° g . §§§ o a N4 Cd NNN N NHH NN HN z VA 8 C A §§§g O ``-f`-C- §§ . 6s.6.-gC oi • .7 ti gg N N M O t 0 O O O h N E4. 0 §§§ Caz raidN NLi pe 0c rS 2S 25 Z § c�o-N Q Q c-c� w k Z5 2Q5 2Q5 Fat 2 §00 2525 cge= NN N NN O zs v — a L Z. O w p w Zs � = 7 a � 'a wa Z� o" o t3 a tT Y oTo a Hil li 1 Ea S1 Ea6.111 • POLICE EVIDENCE VEHICLE STORAGE FACIUTY SITEWORK ADDENDUM#1 POLICE EVIDENCE VEHICLE STORAGE FACILITY SITEWORK 3555 NE Second St., Renton, WA 98056 Distributed to All Current Plan Holders of City Record 15 July 2002 The Addendum forms part of the Contract Documents and modifies the original Bidding Documents dated as: Project Manual: May 22, 2002 If in conflict with previously issued Contract Documents, this Addendum will supplement and supercede applicable portions of the Contract Documents and shall be reflected in all Bid Proposals. CLARIFICATIONS 1. Is the City providing the building permit for the foundation work? The City of Renton will provide the building permit. 2. There is a "Filter Strip" shown on C1. What is this? Is this part of this contract? The filter strip is comprised of a grass area in accordance with the drainage report, storm drainage report, and storm drainage general notes. Please see the attached sectional drawings and general requirements for placement and planting. 3. Section 02741 3.02 says to place and compact a base course below asphalt. How thick is the base course? The compacted base course for the asphalt paving shall be 4-inch thick crushed gravel. 4. Section 02741 3.03 C calls out a 2-inch compacted lift of asphalt. However, 3.06 calls out one lift of 2.5 inches and one of 1 inch. Please clarify what is intended. The asphalt paving shall be a minimum of 2 inches thick with 4-inch thick edges in areas without extruded curbs. 5. Section 02741 3.04 calls out a seal coat over the asphalt paving. Given the late start of this project, there would not be time to apply the seal coat this season. It would have to be done in the spring of 2003. Would this be acceptable? The seal coat may be installed in the spring with the provision that the asphalt paving must be properly cleaned to accept the seal coat. 6. The structural drawings show a layer of something below the concrete floor slab. Please clarify what is intended there. The concrete slab-on grade shall be supported by a minimum of 2 inches of free draining sand and 6 inches of gravel base with a 6-mil vapor barrier. Refer to the following geotechnical report, page 6, paragraph 6.3 and attached drawing. 2002-165aa Addendum#1 PAGE 1 110 '411.0' Nagy • POLICE EVIDENCE VEHICLE STORAGE FACILITY SITEWORK ADDENDUM#1 7. Sheet Al calls out floor drains to be connected to the sump. Please specify drain size/type/traps/pipe type and size. The under floor drainage piping shall be 4-inch diameter Schedule 40 PVC-DWV piping. The floor drain shall be: • Manufacturers: a. Wade Model 1210 PG b. J.R. Smith • ANSI Al 12.21.1; cast iron two-piece body with double drainage flange, weep holes and round adjustable nickel-bronze extra heavy duty strainer with sediment bucket; 3- inch diameter with hub and spigot outlet connection. 8. Sheet Cl shows pipe for the roof drain downspouts. Please provide pipe size for this pipe. Please clarify quantity of downspouts; appears to be six total based on architectural elevations. There are six downspouts. The downspout drain piping shall be 6-inch diameter PVC piping. 9. There are two exterior painted parking stalls shown on Al and many interior stalls shown on A2. Is the paint striping part of this contract? If so, please provide information for bidding-color, line width, etc. The parking lot striping shall be 4 inches wide and colored white. The paint shall be No. 1070 White Zone Marking as manufactured by Farwest Paint Company of Tukwila, Washington. 10. Section 1 on sheet A3 calls out R-10 perimeter foundation insulation. Please clarify width of insulation. This is not shown on the structural drawing. The insulation width is 2'-0" 11. There is a planting strip shown around the building. Is there anything we need to do this contract? Topsoil or plantings? Grass or drought-resistant ground cover. 12. Please clarify extent of 3/4-inch wainscot on sheet A2. Is this intended for the entire perimeter of the building? Even in the short term storage area? We need information about the sheet metal trim shown. Is this galvanized, aluminum, painted? Is the PWD to be finished in any way? What is the grade of the PWD? What is the spacings of the 7/8- inch furring channels? What about fasteners? The plywood wainscot is intended to be installed around the inside of the entire perimeter of the building: The plywood should be primed with one coat of alkyd primer and two coats latex enamel white color. The spacing of the furring channels is 2'-0"on center. The sheet metal edge trim shall be 26-gauge galvanized steel. The plywood wainscot shall be APA B-D utility panel. 13. There is a work bench shown on A2. Is this to be provided by this contract? Please clarify. The work bench shall be a Craftsman seven-drawer work bench, No. 1O388N. 14. What is the linear foot of fence to be removed? Approximately 650 feet, contractor to verify via a field visit. 15. Is there any new fence or gates that need to be installed? No. 16. Regarding the 100-year out flow, is there any special detail or is it just a hole, i.e., type of linear or fabric to be placed? Refer to question#2. 17. What is the cut and fill quantities? Please see the following grading plan and contours to calculate. 2002-165aa Addendum#1 PAGE 2 2//U, Jul 12 02 03: 32p Pac i c Eng Tech 20601 -4611 p. 2 Pacific Engineering Joe 2KI14.00 SHEET I Technologies 408 .48 RENTON POLICE EVIDENCE BUILDING ® ADDENDUM No. I 1300 oesde.Arawe North -Suite 100 Seattle.Woshinten 98109-3542 COUP. BY: JAB DATE 01/12/02 K 81 JP"IB Telephone: [206]281-7500 fotsimiT [206] 281-4611 Nolan.de:[800]621-7300 STOP REINF. AT "Z111 DEMAY "ZIP STRIP" ( ALT.- STRIP" OR SAWCUT 1/2" DEEP SAWCUT CONCRETE SLAB e e P. a • •Gp.:. • �• ,�,: • . , 2" SAND•QUA 4Av 42'0Q °DDt)n�dn°�: �a CRUSHED*GRAVEL 430414 . o<Do Dp�o4Aa. . o�Dj c ICI—I 11"ICI—ICI 11 I I—I 1—I I—ICI—I MILL VB. TYPICAL CONTROL JOINT AND TYPICAL SLAB SECTION SECTION 5 SCALE: 314'=1'-0' .Jul '12 02 03: 32p Pacivliprc Enc Tech 206,4ri81 -4611 p. 3 Pacific Engineering JOB NO 2KI14.00 SHEET 1 2 Technologies ,,oB ,,,me RENTON POLICE EVIDENCE BUILDING ® ADDENDUM No. I 1300 o Nodh - Su1e too Seattle,a ton 18109-55 2 coin. BY; JAB OA7F 01/12/02 01K. By JMB ( Na (800]621-7300 s] e1-�G11 • 12" FILTRATION POND 1 FILTER STRIP GRASS SEED I 01111L11.1. 6 • f a. III ` II •I I • OVER LAP LINER 12" MIN, I I • • GEOMEMBRANE LINER 30 MILL MIN. ,f• I I I-�. . . TOP SOIL a CRUSHED ROCK • FILTER STRIP AND INFILTRATION POND SCHEMATIC SECTION NO SCALE 441/0 ww Nary POLICE EVIDENCE VEHICLE STORAGE FACILITY GENERAL DESIGN CRITERIA REQUIREMENTS FOR FILTER STRIP & INFILTRATION POND ON POLICE EVIDENCE VEHICLE STORAGE FACILITY Liners shall be evenly placed over the bottom and/or sides of the treatment area of the facility for filter strips, narrow-area filter strips, and infiltration ponds. Areas above the treatment volume that are required to pass flows greater than the water quality treatment flow (or volume) need not be lined. However, the lining must be extended to the top of the interior side slope and anchored if it cannot be permanently secured by other means. The area to be lined is the bottom of the filter strip and the bottom and sides of the infiltration pond. The type of liner required for treatment is a Geomembrane liner. Geomembrane liners: a. Shall be UV resistant and have a minimum thickness of 30 mils. b. Geomembrane liners shall be bedded according to the manufacture's recommendations. c. Liners shall be installed so that they can be covered with 12 inches of top dressing forming the bottom and sides of the water quality facility. Top dressing shall consist of 6 inches of crushed rock covered with 6 inches of native soil. The rock layer is to mark the location of the liner for future maintenance operations. d. If possible, liners should be of contrasting color so that maintenance workers are aware of any areas where a liner many have become exposed when maintaining the facility. Filter Strips should be well defined on a site and marked with signs to prevent future destruction or alteration of the treatment area. Small at grade signage is preferred. PLANTING REQUIREMENTS 1. Grass shall be established throughout the entire treatment area of the filter strip. 2. Filter strips are subject to drier conditions than biofiltration swales and also may be more vulnerable to erosion than swales. For these reasons, the following permanent erosion- control grass seed mix shall be applied at a rate of 80 pounds per acre in filter strips (percentages are by weight): • 40 percent—turf-type rye • 40 percent—fescue • 10 percent—white dutch clover • 10 percent—colonial bentgrass. 2. Seed may be applied by hydroseeding or broadcast application. 3. Seeding is best performed in the fall (late September to October). 4. Runoff shall be diverted around a filter strip until the grass is established, or an erosion control blanket shall be placed over the freshly applied seed mix. CONSTRUCTION CONSIDERATIONS If a filter strip is put into operation before all construction in the contributing drainage catchment has been completed, the strip must be cleaned of sediment and reseeded prior to acceptance by the City of Renton. 2002-166aa - 1 - Nee '‘Nare Qt,CES'T104-4 4L1 GEOTECHNICAL EXPLORATION PROPOSED VEHICLE EVIDENCE STORAGE FACILITY 3555 NE 2ND STREET RENTON, WASHINGTON prepared for CITY OF RENTON by BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 20028 JULY 28, 2000 1. INTRODUCTION This report presents the results of our geotechnical exploration for the proposed Vehicle Evidence Storage Facility to be constructed on.City of Renton property located at 3555 NE 2^d Street in Renton, Washington. The location of the site is shown on the Vicinity Map on page Al in the Appendix of this report. The geotechnical exploration was performed by Bergquist Engineering Services (BES) to provide information or recommendations regarding: • • seismic design considerations including liquefaction potential, • allowable bearing capacity and depth of suitable foundation systems with estimated settlements, • lateral earth pressures and friction coefficients, • influence of groundwater on the development, • site preparation, and • excavation slope considerations. Ms. Lesley Wiscomb authorized our work by signing and returning a copy of BES's Proposal Number 13000, dated July 11, 2000. r.r Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 Q. PROJECT DESCRIPTION Based on information provided by Lesley Wiscomb, we understand that the proposed development will involve construction of a high-bay, single-story, slab-on-grade, pre- engineered metal building that will be about 110 feet long by about 95 feet wide. The ground surface around the east, south and west sides of the proposed building will be used as driveways and parking. The building will be constructed on a site that is currently used as a material storage yard by the City of Renton. The finished floor elevation of the proposed building will be at or near the current ground surface elevation of the site. Actual live and dead loads that will be transmitted to the foundation were not available when this report was prepared, therefore, to evaluate alternative foundation systems and estimate settlements, we have assumed maximum column loads of 75 kips and maximum continuous wall loads of 3 kips per lineal foot. 3. SCOPE OF SERVICES The scope of services included a reconnaissance of the site by the geotechnical. engineer, a review of geologic literature, and drilling and sampling three borings at the approximate locations shown on the Site Plan on page A2 in the Appendix of this report. Samples were taken at the intervals noted on the individual boring logs, which are presented in the Appendix on pages A3 through A5. The geotechnical engineer logged the borings and obtained bulk and standard split-spoon samples for analysis in the laboratory. Upon completion, the borings were plugged with bentonite chips and backfilled with site-soils. Laboratory analysis included visual classification of the soils sampled. The field and laboratory data were then evaluated by the geotechnical engineer relative to the proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical-engineering practices in the area. Bergquist Engineering Services Page 2 of 10 7N( Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 4. SITE CHARACTERIZATION The information presented in this section was gathered by BES personnel for geotechnical engineering purposes only. This site characterization was not intended to address the presence or likelihood of contamination on or around the site. Specialized methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site assessment. 4.1 Surface At the time of this exploration, the surface of the site sloped from a high elevation of about 109 feet above mean sea level in the northeast corner of the site to a low elevation of about 105 feet above mean sea level in the southwest corner of the proposed building site. Surface drainage appears to be in the form of sheet-flow towards the southwest. The ground surface to the north of the proposed site is paved with asphaltic concrete and used for storage of electrical traffic-control equipment. An asphalt concrete paved road runs along the east side of the site and generally follows the grade of the proposed site. A gravel road runs on a slight skew towards the west south west near the south edge of the proposed site. This road grades down towards the south-west so that it is two to three feet below the proposed site. The ground surface along the west side of the proposed.site is covered with weeds and nearly follows the grade of the proposed site. 4.2 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following paragraphs and are presented graphically on the boring logs in the Appendix of this report. The stratification lines indicated on the boring logs represent the approximate boundaries between soil types. Actual boundaries may be gradual and the transitions may not be easily discernible during site excavation. The surface of the site is covered with about one-foot of brown GRAVEL-SAND (GP), which may be fill. Underlying the surface fill, and extending the full depth of the exploration, brown, loose to dense, GRAVEL-SAND (GP) with occasional cobbles was encountered. In general, these soils exhibited "N-values" ranging from 13 to 36 blows per foot except for a two-foot- Bergquist Engineering Services Page 3 of 10 ebto 'rr Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 thick layer of brown, loose GRAVEL-SAND (GP) that was encountered from a depth of four and one-half feet to six and one half feet (41' to 61/21 in Borings 1 and 2. Based on visual classification and estimated grain-size distribution it is estimated that the site soils are highly permeable and minimally erodible. Groundwater was not encountered in any of the borings at completion. Groundwater readings in granular soils, such as those encountered at this site, are generally accurate even after short periods of observation. Whereas, the groundwater level in fine-grained (silt and clay) soils, may require several days of observation before it becomes stable and accurate. 5. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and on the assumption that the subsurface conditions encountered in the borings adequately represent conditions near and between the exploratory borings. Because project conditions regarding type and location of structures and foundation loads can change and because subsurface conditions are not always similar to those encountered in the borings, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. 6. RECOMMENDATIONS The following sections present recommendations regarding seismic considerations, foundations, lateral earth pressures, and for earthwork, excavations, drainage, and groundwater. 6.1 Seismic Considerations According to Figure No. 16-2 of the 1997 edition of the Uniform Building Code (UBC), the project site is in Seismic Zone 3. According to Table 16-J of the UBC, the site soil profile is best represented by a Soil Profile Type Sc. The soils at this site are not susceptible to liquefaction. Bergquist Engineering Services Page 4 of 10 61/11/) • • `.r Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 6.2 Foundations If the earthwork recommendations presented later in this report are followed, the proposed Vehicle Storage Facility may be founded in the native, undisturbed, brown, loose to medium dense or dense GRAVEL-SAND (GP) soils encountered at a depth of about two (2) feet below the existing ground surface. If the foundations are placed in these undisturbed native soils a net allowable bearing capacity of up to 3,500 psf may be used to dimension individual column and continuous wall footings. The allowable bearing capacity may be increased by one-third for short-term loads caused by seismic events and wind. Lightly loaded, interior partition walls may be supported on thickened floor slab sections provided that: (1) loads do not exceed 750 pounds per lineal foot, (2) thickened sections are at least 12 inches wide, and (3) section thickness and reinforcement are consistent with structural requirements. The recommended minimum dimension for individual column footings is 30 inches and the recommended minimum dimension for continuous wall footings is 24 inches. All exterior footings and footings in unheated spaces should be placed at least 18 inches below finished grade for frost protection. If the recommendations in this report are followed, total settlement of the foundation will be less than one (1') inch and differential settlement between adjacent footings should be less than three-quarters (3/4") of an inch. Lateral earth pressures for design of foundations or low retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: Active: Undisturbed subsoils 40 psf/ft. Compacted granular soils 45 psf/ft. Passive: Continuous footings 350 psf/ft. An ultimate coefficient of friction between footings and bearing soils of 0.45 may be used to resist lateral foundation loads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the ultimate coefficient of friction to 0.35. A factor of Bergquist Engineering Services Page 5 of 10 INV • "err✓ Proposed Vehicle Evidence Storage Facility July 28,2000 Renton, Washington BES Project Number 20028-Report 1 safety of 1.5 should be applied,to these values. A moist unit-weight of soil equal to 130 pounds per cubic foot should be used in design. Footings and stem walls should be reinforced to reduce the potential for distress caused by differential foundation movements. A qualified engineer should determine the size, quantity, and location of reinforcement. All footing excavations at this site should be inspected by the geotechnical engineer prior to placement of reinforcement steel. 6.3 Slabs-on-Grade Slabs-on-grade should be supported on a minimum four-inch-thick, suitable, free-draining, sand or gravel base that follows gradation and compaction recommendations provided in this report. A vapor barrier should be included beneath the slab to minimize transmission of moisture through the concrete floor. Dowels and keyways should be evaluated for use at control joints where load transfer capability is required All concrete, especially slabs-on-grade, should be placed at minimum water-cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before placing vinyl or other moisture sensitive surface treatments. 6.4 Earthwork The recommendations presented in this report are predicated on fulfillment of the following earthwork recommendations. 6.4.1 Site Clearing: Any existing vegetation, loose gravel fill, and any other deleterious materials should be removed from the project area prior to construction. After site clearing and stripping, the exposed surfaces should be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. 6.4.2 Excavation: Conventional-excavating equipment should be suitable for the proposed foundation excavations; however, due to the relative density and presence of coarse gravels and cobbles in the subsurface soils, reduced production rates should be anticipated. Bergquist Engineering Services Page 6 of 10 �1�1� ftvie Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 According to Chapter 296-155;.Part N of the Safety Standards for Construction Work in the State of Washington, the site soils classify as Type C soils. Therefore, side slopes of excavations deeper than four (4) feet should be no steeper than one and one-half (11/2) horizontal to one (1) vertical (1'/2H:1 V). If the dimensions of the site prevent the use of maximum slopes of 1'/2H:1 V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer should be contacted for additional recommendations if such techniques are going to be employed. 6.4.3 Foundation Preparation: The need for specialized treatment of the foundation soils is not anticipated at this site. Care, however, must be exercised during excavation of the footings so as not to disturb the bearing surface. If the bearing surface is disturbed or if loose soils are encountered at the foundation depth, the soil should be moisture conditioned and compacted in accordance with the requirements presented in Paragraph 6.4.7 of this report. If loose soils are encountered to a significant depth below the foundation level, the geotechnical engineer should be contacted immediately. 6.4.4 Slab-on Grade Preparation: The need for specialized treatment of the subgrade soils is not anticipated at this site. Care, however, must be exercised during excavation and grading of the subgrade soils so as not to disturb them. If the subgrade soils are disturbed or if loose soils are encountered, they must be moisture conditioned and compacted in accordance with the requirements presented in Paragraph 6.4.7 of this report. 6.4.5 . Drainage: Good drainage is considered critical to the performance of earth- supported structures such as foundations, slabs-on-grade, and retaining walls. Accordingly, we recommend that a perimeter footing drain-system consisting of a perforated pipe surrounded by pea gravel be installed. The pea gravel should be separated from the surrounding soil by a filter fabric. The collected water should be tight-lined away from the building to a suitable discharge system. Roof and surface drains should be provided but they should not be connected to the footing-drain system. 6.4.6 Materials: In general, it appears that the native site soils are suitable for use as backfill and structural backfill on this site. Because of the presence of cobbles, screening of the native soils to remove the oversize material may be required. Bergquist Engineering Services Page 7 of 10 Nr✓ w✓ Proposed Vehide Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 If additional material is required to meet site grade, it should be imported, conform to the gradation presented in Table 6.1, and be approved by the geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer at least 72 hours before approval is required and before the materials are used. TABLE 6.1 GRADATION REQUIREMENTS FOR STRUCTURAL FILL 3-inch 100 3/4-inch 50-100 No. 4 25-65 No. 10 10-50 No. 40 0-20 No. 200 0-5* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. If construction is performed during the wet season, a granular base or work blanket may be required. Granular materials used as a work blanket should conform to the gradation presented in Table 6.2, and be approved by the geotechnical engineer prior to use. TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET �' §tea �'. i _ 4-inch 100 No. 200 5 maximum* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. 6.4.7 Placement and Compaction: With the exception of structural backfill behind any retaining walls, all fill and backfill materials (structural, select, and gravel base) should be placed in relatively horizontal loose lifts not exceeding 10 inches in thickness and compacted to at least 95 percent of the maximum laboratory dry density as determined by the modified Proctor test (ASTM 1557). The soils should be compacted at moisture contents within three (3) percent of optimum moisture. Placement of frozen soils or placement of soils on frozen ground should not be attempted. Bergquist Engineering Services Page 8 of 10 f3I1(.0 Proposed Vehide Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 Structural backfill behind retaining walls should meet the gradation recommendations presented in Table 6.1 and should be compacted to 90 percent of the maximum density as determined by the modified Proctor (ASTM 1557) at moisture contents within two percent of optimum. The specified compacted density and moisture content of each lift should be verified by test, prior to placement of subsequent lifts. Placement on frozen ground should not be attempted. Unless these walls are designed to withstand the additional lateral loads, heavy equipment should not be operated behind the walls within a distance from the wall equal to the height of the wall. Lightweight equipment should be used to deliver backfill soil behind the wall and hand operated equipment should be used for compaction. If fill slopes are required, the fill should be overbuilt (placed and compacted well beyond the proposed slope) and the desired slope should then be cut into the compacted fill. Fill slopes may be required along the south end of the proposed site. 6.5 Surface Drainage Good surface drainage is considered critical to the performance of earth-supported structures such as foundations, retaining walls, and pavements. Therefore, construction grades and final site grades should be designed to prevent water from entering the foundations or gravel drains behind any retaining walls or from ponding on or next to pavements. Where pavement does not immediately abut structures, slopes, with an outfall of at least three (3) percent for a minimum distance of ten (10) feet from exterior footings, should be provided. These slopes should be capped with relatively impervious soils to prevent infiltration of water into the foundation soils. • 6.6 Groundwater Groundwater was not encountered in any of the exploratory borings performed for this project. Therefore, groundwater should not present problems during construction. Bergquist Engineering Services Page 9 of 10 Proposed Vehicle Evidence Storage Facility July 28,2000 Renton,Washington BES Project Number 20028-Report 1 6.7 Construction Observation and Testing The recommendations presented in this report rely on adequate observation and testing of construction materials and procedures by the geotechnical engineer or his qualified representative. At a minimum, the testing program should include: • Observation and review of site clearing and review of all foundation excavations to evaluate whether actual conditions are consistent with those encountered during exploration. • Observation and testing of placement and compaction of all fill and backfill materials to evaluate compliance with specifications. • Field inspection and laboratory testing of materials and field inspection of methods as required by the appropriate Uniform Building Code. Typically, this includes inspection of placement of reinforcing steel; inspection and testing of portland cement concrete to evaluate compliance with specifications regarding slump, temperature, air content, and strength. 7. REPORT LIMITATIONS The recommendations presented in this report are for the exclusive use of the City of Renton for the proposed Vehicle Evidence Storage Facility to be constructed at the City of Renton Shops property located at 3555 NE 2nd Street in Renton, Washington. The recommendations are based on the available subsurface information obtained by Bergquist Engineering Services, and on design details for the project provided by Lesley Wiscomb of the City of Renton. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES should be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer should be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. 000 Bergquist Engineering Services Page 10 of 10 ! • i 1-1° Baps Doe Z.00 ?..0-OZ )r,�- CE EVINCE &cos, % = Meg_ "S17N6 • MEW 4 eoI4lbuL L 14S S Foi2 emir N• ALA-. EX o I et6 . of : - - - - Q �j°L .>s.w 3639i' • �Tj 5 e .5 a a pig �o / ter, —, 't { ,..,,,Lmr. j .: w„, c7,9AiL \L) CONVEY CI-LA EL m FILLER 61R1IP I 1 8 , i i\ ........... . ... _ - -.7\79111k, O's a 90''m" I or-m I 1 0 -\t•----ftl;Nz i . rr 1 ��t W a • I I y L a III I Q/,. .. N to It , 1• L _ a ,. U3 ID , 1 5 A 1 1 \ u hi ... t vY Y' "'�'i� D NMCa PR~RTY LIT o" i'.0" 40-0" 0 1 %%■ftiftila Doi # I(. AWOL • 'fir' POLICE EVICCE VEHICLE STORAGE FACILITY SITEWORK ADDENDUM#2 ADDENDUM #2 POLICE EVIDENCE VEHICLE STORAGE BUILDING SITEWORK, CONCRETE FOUNDATION, PAVING & STORM WATER DRAINAGE The Addendum forms part of the Contract Documents and modifies the original Documents dated as: AIA Document A101-1997, Standard Form of Agreement Between Owner and Contractor: July 31, 2002 If in conflict with previously issued Contract Documents, this Addendum will supplement and supercede applicable portions of the Contract Documents and shall be reflected in all Proposals. Modifications to Paragraph 5.2.2 REPLACE: 5.2.2. The Owner's final payment to the Contractor shall be made no less than 30 days after the issuance of the Owner's final Certificate for Payment, or as follows: WITH: 5.2.2. The Owner's final payment to the Contractor shall be made no less than 30 days after the issuance of the Owner's final Certificate for Payment, or as follows: except for retainage which will be paid when all claims have been satisfied, paid or dismissing or no claims have been files within the statutory period. END OF ADDENDUM #2 adx01"4"...•" 4#?/-0,2 A Je Tanner, Mayor date John, Hey, P -sident date City of Renton Hisey C. structi. , Inc. 2002-165aa Bonn e�.Walth�n, City CI01t Addendum#2 PAGE 1 ` j1_!-!..`44-02 WED 01: 12 PM HISFY CONSTRUCTION FAX NO. 206 842 7311 P. 04/10..00„ 1 . • ,.....#1 SECTION 00620 CITY OF RENTON INSURANCE INFORMATION FORM • FOR: HISEY CONSTRUCTION, INC. PROJECT NUMBER: CAG- STAFF CONTACT:_ I Certificate of Insurance indicates the coverages/limits specified in contract? lei Yes ❑ No Are the following coverages and/or conditions in effect? RI Yes ❑ No The Commercial General Liability policy form is an ISO 1993 Occurrence Form or Equivalent? Yes Q No (If no,attach a copy of the policy with required coverages clearly identified) CG 0043 Amendatory Endorsement provided?* •- ® Yes ❑ No General Aggregate provided on a"per project basis (CG 2503)? f[I Yes ❑ No Additional Insured wording provided?` gi Yes ❑ No Coverage on a primary basis and non-contributing basis? 00 Yes 0 No. Waiver of Subrogation Clause applies?* Yes ❑ No Severability of Interest Clause applies?* E Yes ❑ No Notice of Cancellation/Non-Renewal amended to 45 days? E Yes ❑ No • To be shown on certificate of insurance AM BESTS RATING FOR CARRIERS: GL AVII Auto A±X Umb- A—XI Professional This questionnaire is used as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE, The City of Renton, at its option, shall obtain copies of the policies and/or specific declaration pages from awarded bidder prior to execution of contract. BUSH,firrrrON b -SCOTT LLC Te NE O A 1SEN Agency/Broker Comp : -d by'(Type Ip 'nt name) 3 P.O. BOX 3018, BOTHELL WA 98041 ileAdr4. �i-`..t // Address Com•red by(Si•natur•) JANINE JOHANSEN _ 425-489-4508 Name of person to contact Telephone Number NOTE THIS QUESTIONNA/RE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE OF INSURANCE 1 1 City of Renton City of Renton Insurance Information Form Police Evidence Vehicle Storage Facility 00620- 1 `w v.I City of Renton Police Evidence Vehicle Storage Facility SECTION 00610 BOND TO THE CITY OF RENTON BOND NO. 103849219 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned HISEY CONSTRUCTION, INC." as principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA corporation organized and existing under the laws of the State of Ct- 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$208,896.00 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 Ronton. Dated at Washington, this '12, day of t9' etOD041. Nevertheless, the conditions of tho above obligation are such that: WI IEitEAS, under and pursuant to Public Works Construction Contract CAC- providing for the POLICE EVIDENCE VEHICLE STORAGE FACILITY r the principal is required to furnish a bond for the faithful performance of the contract; and Wht[.lFAS, 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 extenisons of time as may he granted under said contract, and shall pay all laborers, mechanics, subcontractors and materi&lmen, 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 expanse 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, TRAVELERS CASUALTY AND SURETY HISEY CONSTRUCTION, INC. COMPANY OF AMERICA Principal Surety �%� BY: `,.,.�. ` BY: GaZ�G /� Signature • �S Sign tune DARLENE JAKIEL I i 0 • ATTORNEY—IN—FACT _ Titic Title Approved by l.,rrry Warren 2/14/92 Bond to the City of Renton 00610- 1 TRAVET—1S CASUALTY AND SURETY COMPANY OF MERICA " .►VELERS CASUALTY AND SURETY COMPLY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford; State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Cindy L. Villasista, Darlene Jakielski, Julie M. Glover, M.J. Cotton, Mike Amundsen, Nancy J. Osborne, S.M. Scott, Steven K. Bush, Michael A. Murphy, Jim W. Doyle, Lawrence J. Newton, Andy D. Prill, Roxana Palacios, of Bothell,Washington,their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances,contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President, the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard)