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GJN4592 Valley 2009-00022
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GJN4592 Valley 2009-00022
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Entry Properties
Last modified
10/19/2011 11:38:47 AM
Creation date
6/23/2009 9:44:15 AM
Metadata
Fields
Template:
PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004592
GL_Project_Number
995444
Identification_Number
2009100409
COE_Contract_Number
2009-00022
Retention_Destruction_Date
10/26/2019
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STANDARD SPECIFICATIONS <br /> The 2008 Oregon Standard Specifications for Construction Volumes 1 and II (Oregon Specifications) as <br /> issued in 2008, and the City of Eugene Standard .Drawings, in effect as of January 27, 2009, both as revised <br /> by Amendment #1 have been adopted as the Standard Specifications and Standard Drawings for the City of <br /> Eugene in accordance with City Code section 7.085. Amendment #1 is hereby made a part of the Standard <br /> Specifications and Standard Drawings of the City of Eugene as fully and completely as if if were set forth <br /> <br /> • 'therein. The Standard Specifications, Standard Drawings and all Addenda may be examined at the • <br /> Engineering office located at 99 E. Broadway, Suite 400, Eugene OR 97401. <br /> SUPPLEMENTAL SPECIFICATIONS <br /> The section, subsection and drawing numbers of the Supplemental Specifications correlate to the section <br /> and subsection numbers of the 2008 Oregon Standard Specifications and Standard Drawings. <br /> 00410:04 CIPP Submittals <br /> (DELETE) "Proof of certification that manufacturing and installation processes operate under a quality <br /> management system which is third-party certified to ISO 9000 or other recognized • <br /> organization standards." <br /> 00495.10. Materials <br /> (DELETE) "Topsoil, Planting, and Seeding .....................................................:...01040" ' <br /> (ADD) ,.Seeding and Mulch 01030" <br /> "Topsoil, Planting 01040" <br /> 00495.40 General <br /> (ADD) (I) Seeding and Mulch -Place seeding and mulch according to the requirements of <br /> Section 01030." - <br /> 00641.10 General <br /> (ADD) The aggregate base shall have not more than 6% by weight passing the No. 200 sieve <br /> when tested in accordance with ASTM C117 (wet sieve test). <br /> 00748.40 Excavation (Pavement Repair) ~ . <br /> (ADD) To the beginning of the first paragraph "Saw cut the existing pavement to be repaired." <br /> 00759.41 Earthwork <br /> (DELETE) "Backfill and restore the form area with crushed aggregate, sandy loam, 2" asphalt <br /> concrete on crushed aggregate, concrete of same thickness as walk, or material to <br /> match existing grade as directed." <br /> (ADD) "Backfill and restore disturbed areas to match existing surface and depths with crushed <br /> • aggregate, asphalt concrete on crushed aggregate'to match existing depths but not less <br /> than 2" asphalt concrete on 6" crushed aggregate base, concrete and base rock of same <br /> thickness to match existing but not less than 4" pcc on 1".crushed aggregate base, 6" of <br /> sandy loam and 2" of mulch with seeding or plantings to match existing, or other material <br /> as required to match existing surface; grade as directed. All work•shall meet the <br /> requirements of the. appropriate sections as identified in section 00495." <br /> Standard Specifications ~ Page 1 <br /> <br />
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