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GJN4658 2010-00008 Knife River
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GJN4658 2010-00008 Knife River
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Last modified
10/19/2011 12:43:20 PM
Creation date
11/12/2009 3:21:37 PM
Metadata
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Template:
PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004658
GL_Project_Number
905094
Identification_Number
2010-00008
COE_Contract_Number
2010-00008
Retention_Destruction_Date
11/4/2019
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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 />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 />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 />
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