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1 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, <br /> 2 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface <br /> 3 finish, and pigmented sealer (when specified), constructing and placing the concrete <br /> 4 footing, edge beam, anchor beam, anchor rod assembly, and backfill. <br /> 5 <br /> 6 6-19.AP6 <br /> 7 Section 6-19, Shafts <br /> 8 January 2, 2018 <br /> 9 6-19.3(3)C Conduct of Shaft Casing Installation and Removal and Shaft <br /> 10 Excavation Operations <br /> 11 The first paragraph is supplemented with the following: <br /> 12 <br /> 13 In no case shall shaft excavation and casing placement extend below the bottom of <br /> 14 shaft excavation as shown in the Plans. <br /> 15 <br /> 16 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) <br /> 17 The third sentence of the third paragraph is revised to read: <br /> 18 <br /> 19 The thermal wire shall extend from the bottom of the reinforcement cage to the top of <br /> 20 the shaft, with a minimum of 5-feet of slack wire provided above the top of shaft. <br /> 21 <br /> 22 The following new sentence is inserted after the third sentence of the third paragraph: <br /> 23 <br /> 24 All thermal wires in a shaft shall be equal lengths. <br /> 25 <br /> 26 7-02.AP7 <br /> 27 Section 7-02, Culverts <br /> 28 January 2, 2018 <br /> 29 7-02.3(6)A4 Excavation and Bedding Preparation <br /> 30 The first sentence of the third paragraph is revised to read: <br /> 31 <br /> 32 The bedding course shall be a 6-inch minimum thickness layer of culvert bedding <br /> 33 material, defined as granular material either conforming to Section 9-03.12(3) or to <br /> 34 AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. <br /> 35 <br /> 36 7-08.AP7 <br /> 37 Section 7-08, General Pipe Installation Requirements <br /> 38 January 3, 2017 <br /> 39 7-08.3(1)A Trenches <br /> 40 The second sentence of the last paragraph is revised to read: <br /> 41 <br /> 42 The embankment material shall be compacted to 95 percent of maximum density and <br /> 43 the moisture content at the time of compaction shall be between optimum and 3 <br /> 44 percentage points below optimum as determined by the Compaction Control Tests <br /> 45 specified in Section 2-03.3(14)D. <br /> 46 <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 23 OF 53 March 6,2018 <br /> WORK ORDER#3667 <br /> AMENDMENTS TO STANDARD PROVISIONS <br />