Granite Construction Company 5/1/2018

1 2 Bridge and Structure Removal 3 4 2-03.AP2 5 Section 2-03, Roadway Excavation and Embankment 6 August 1, 2016 7 2-03.3(7)C Contractor-Provided Disposal Site 8 The second paragraph is revised to read: 9 10 The Contractor shall acquire all permits and approvals required for the use of the 11 disposal sites before any waste is hauled off the project. The Contractor shall submit a 12 Type 1 Working Drawing consisting of copies of the permits and approvals for any 13 disposal sites to be used. The cost of any such permits and approvals shall be included 14 in the Bid prices for other Work. 15 16 The third paragraph is deleted. 17 18 2-06.AP2 19 Section 2-06, Subgrade Preparation 20 January 3, 2017 21 2-06.3(2) Subgrade for Pavement 22 The second sentence in the first paragraph is revised to read: 23 24 The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of 25 maximum density as determined by the compaction control tests for granular materials. 1 26 27 3-04.AP3 28 Section 3-04, Acceptance of Aggregate 29 January 3, 2017 30 3-04.5 Payment 31 In Table 1, the Contingent Unit Price Per Ton value for the item HMA Aggregate is revised 32 to read "$15.00". 33 34 4-04.AP4 35 Section 4-04, Ballast and Crush Surfacing 36 January 3, 2017 37 4-04.3(5) Shaping and Compaction 38 The first sentence is revised to read: 49 40 Immediately following spreading and final shaping, each layer of surfacing shall be 41 compacted to at least 95 percent of maximum density determined by the requirements 42 of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is 43 placed. 44 45 5-01.AP5 46 Section 5-01, Cement Concrete Pavement Rehabilitation 47 January 3, 2017 48 In this section, "portland cement" is revised to read "cement". HOT MIX ASPHALT OVERLAY-2018 PAGE 7 OF 53 March 6,2018 WORK ORDER#3667 AMENDMENTS TO STANDARD PROVISIONS