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I <br /> 1 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) 111 <br /> 2 The third sentence of the third paragraph is revised to read: <br /> 3 <br /> 4 The thermal wire shall extend from the bottom of the reinforcement cage to the top of the <br /> 5 shaft, with a minimum of 5-feet of slack wire provided above the top of shaft. <br /> 6 <br /> 7 The following new sentence is inserted after the third sentence of the third paragraph: <br /> 8 <br /> 9 All thermal wires in a shaft shall be equal lengths. <br /> 10 <br /> 11 6-19.3(9)D Nondestructive QA Testing Results Submittal <br /> 12 The last sentence of the first paragraph is revised to read: <br /> 13111 <br /> 14 Results shall be a Type 2E Working Drawing presented in a written report. <br /> 15 <br /> 16 Section 7-02, Culverts I <br /> 17 April 2, 2018 <br /> 18 7-02.2 Materials <br /> 19 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland I <br /> 20 Cement Concrete" are revised to read: <br /> 21 <br /> 22 Cement 9-01 <br /> 23 Aggregates for Concrete 9-03.1 <br /> 24 <br /> 25 7-02.3(6)A4 Excavation and Bedding Preparation <br /> 26 The first sentence of the third paragraph is revised to read: <br /> 27 <br /> 28 The bedding course shall be a 6-inch minimum thickness layer of culvert bedding material, <br /> 29 defined as granular material either conforming to Section 9-03.12(3) or to AASHTO <br /> 30 Grading No. 57 as specified in Section 9-03.1(4)C. <br /> 31 <br /> 32 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells111 <br /> 33 August 6, 2018 <br /> 34 7-05.3 Construction Requirements <br /> 35 The fourth sentence of the third paragraph is deleted. <br /> 36 <br /> 37 Section 7-08, General Pipe Installation Requirements <br /> 38 April 2, 2018 <br /> 39 7-08.3(3) Backfilling <br /> 40 The fifth sentence of the fourth paragraph is revised to read: <br /> 41 <br /> 42 All compaction shall be in accordance with the Compaction Control Test of Section 2- <br /> 43 03.3(14)D except in the case that 100% Recycled Concrete Aggregate is used. <br /> 44 <br /> 45 The following new sentences are inserted after the fifth sentence of the fourth paragraph: <br /> 46 <br /> 47 When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written <br /> 48 request to use a test point evaluation for compaction acceptance. Test Point evaluation <br /> 49 shall be performed in accordance with SOP 738. <br /> 50 1 <br /> City of Everett Page AM-64 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />