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Knight Piesold <br />e owa~~rrno <br />- All structure backfill for this project shall be Class 2 structure backfill. <br />• In subsection 206.3, Structure Excavation and Structure Backfill, delete paragraph 5 <br />and paragraphs 12 through 14, references to flowfill and compaction to surrounding <br />earth density. <br />• Delete subsection 206.5, Filter Material. <br />• In subsection 206.6, delete item (a), bridges and irregularly shaped structures. <br />• In subsection 206.7, delete the Structural Backfill (Flow-fill) and the Filter Material <br />descriptions. <br />2.2.4 Section 209 -Watering and Dust Palliatives <br />Section 209 of the Standard Specifications is hereby revised for this project as follows: <br />In subsection 209.02, delete paragraph 2. <br />In subsection 209.05, delete "emulsified asphalt" in the first sentence of paragraph 2. <br />In subsection 209.08, delete the first paragraph following Pay Items. <br />2.3 Section 300 -Bases <br />2.3.1 Section 304 -Aggregate Base Course <br />Section 304 of the Standazd Specifications is hereby revised for this project as follows: <br />• In subsection 203.03, the following paragraph shall be added: <br />- "The aggregates shall meet the requirements of a Class 5 Aggregate base course, as <br />specified in section 703.03, Aggregates, and table 703-2, Classification of <br />Aggregate Base Courses." <br />2.4 Section 500 -Structures <br />2.4.1 Section 506 -Riprap <br />Section 506 of the Standard Specifications is hereby revised for this project as follows: <br />• Delete subsections 505.6 through 506.10, Riprap (Gabions) and Slope Mattress. <br />2.5 Section 600 -Miscellaneous Construction <br />2.5.1 Section 603 -Culverts and Sewers <br />Section 603 of the Standard Specifications is hereby revised for this project as follows: <br />G:Wrgecls`dhlOtYlOta~wp000ess road spea.Ea .~ FeOruary n, 200] <br />