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1 In the second sentence of the last paragraph, "approval" is revised to read "acceptance". <br /> 2 <br /> 3 In the fourth sentence of the last paragraph, the word "approved" is deleted. <br /> 4 <br /> 5 6-12.3(6) Precast Concrete Panel Fabrication and Erection <br /> 6 In item number 3, the second paragraph is revised to read: <br /> 7 <br /> 8 After receiving the Engineer's review of the shop drawings, the Contractor shall cast <br /> 9 one precast concrete panel to be used as the sample panel. The Contractor shall <br /> 10 construct the sample panel in accordance with the procedure and details specified in <br /> 11 the shop drawings. The Contractor shall make the sample panel available to the <br /> 12 Engineer for acceptance. <br /> 13 <br /> 14 In item number 3, the first sentence of the third paragraph is revised to read: <br /> 15 <br /> 16 Upon receiving the Engineer's acceptance of the sample panel, the Contractor shall <br /> 17 continue production of precast concrete panels for the noise barrier wall. <br /> 18 <br /> 19 In item number 3, the third sentence of the third paragraph is revised to read: <br /> 20 <br /> 21 The sample panel shall be retained at the fabrication site until all precast concrete <br /> 1 <br /> 22 panels have been fabricated and accepted. <br /> 23 <br /> 24 6-12.3(10) Finish Line Ground Dressing <br /> 25 In the last sentence of the second paragraph, the phrase "as approved by the Engineer" is <br /> 26 deleted. <br /> 27 <br /> 28 6-13.AP6 , <br /> 29 Section 6-13, Structural Earth Walls <br /> 30 January 5, 2015 ' <br /> 31 6-13.3(1) Quality Assurance <br /> 32 In the first paragraph, the first sentence is revised to read: <br /> 33 <br /> 34 The structural earth wall manufacturer shall provide a qualified and experienced <br /> 35 representative to resolve wall construction problems. <br /> 36 <br /> 37 In the first paragraph, the last sentence is revised to read: <br /> 38 <br /> 39 Recommendations made by the structural earth wall manufacturer's representative shall <br /> 40 be followed by the Contractor. <br /> 41 <br /> 42 In the second paragraph, item number 4 is revised to read: <br /> 43 <br /> 44 4. The base of the structural earth wall excavation shall be within three inches of the <br /> 45 staked elevations, unless otherwise accepted or specified by the Engineer. <br /> 46 <br /> 47 In the second paragraph, item number 6 is revised to read: <br /> 48 <br /> 49 6. The backfill reinforcement layers shall be located horizontally and vertically within <br /> 50 one inch of the locations shown in the structural earth wall working drawings. <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> 1 <br /> Revised: 8/3/15 <br />