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GJN4608 Eugene Sand 2010-00007
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GJN4608 Eugene Sand 2010-00007
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Last modified
10/19/2011 12:09:49 PM
Creation date
10/14/2009 11:51:57 AM
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PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004608
GL_Project_Number
995502
COE_Contract_Number
2010-00007
Retention_Destruction_Date
6/24/2020
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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 /> <br /> • as required to match existing surface; grade as directed. AI{ work shall meet the <br /> requirements of the appropriate.sections as identified in section 00495." <br /> 00759.43. Foundation Preparation <br /> (ADD) Earthwork shall conform to the requirements of Section 00330. Aggregate base work <br /> shall conform to the requirements of Section 00641, except numerical density <br /> requirements shall not apply to aggregate base where the total thickness is less than 4 <br /> inches. Where aggregate base is less than 4 inches total thickness, roll the aggregate <br /> base until it is firm and unyielding. <br /> 00960.41 Excavation . <br /> (DELETE) (g)(1)d. Surface Restoration (entire subsection) <br /> 00960.41(a) General • <br /> (ADD) After the 4th sentence of the first paragraph, "All surface restoration Work shall comply <br /> . with the requirements of Section 00495." <br /> 02630.11(a) Grading <br /> (ADD) The aggregate base shall have not more than 9% by weight passing the No. 200 sieve • <br /> when tested in accordance with ASTM C117 (wet sieve test). <br /> Standard Specifications Page 3 <br /> <br />
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