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1 The Contractor shall submit Type 2E Working Drawings consisting of the soldier pile <br /> t 2 <br /> 3 wall lagging design details and supporting design calculations. The submittal shall <br /> include, at a minimum, the following: <br /> 4 <br /> ' 5 In item number 4 of the second paragraph, "approved by" is revised to read "acceptable to". <br /> 6 <br /> 7 The last paragraph (excluding the table) is revised to read: <br /> 8 <br /> 9 Notwithstanding the requirements of Section 1-06.1, steel materials used by the <br /> 10 Contractor as temporary lagging may be salvaged steel provided that the use of such <br /> 11 salvaged steel materials shall be subject to visual inspection and acceptance by the <br /> ' 12 <br /> 13 Engineer. For salvaged steel materials where the grade of steel cannot be positively <br /> identified, the design stresses for the steel shall conform to the Section 6-02.3(17)B <br /> 14 requirements for salvaged steel, regardless of whether rivets are present or not. <br /> 1 15 <br /> 16 6-16.3(6)D Installing Lagging and Permanent Ground Anchor <br /> 17 In the last sentence of the second paragraph, the phrase "as approved by the Engineer" is <br /> 18 deleted. <br /> 19 <br /> 20 In the last sentence of the fourth paragraph, the phrase "as approved by the Engineer" is <br /> ' 21 deleted. <br /> 22 <br /> 23 6-16.3(8) Concrete Fascia Panel <br /> ' 24 In the first paragraph, the phrase "as approved by the Engineer" is deleted. <br /> 25 <br /> 26 <br /> 27 6-17.AP6 <br /> ' 28 Section 6-17, Permanent Ground Anchors <br /> 29 August 3, 2015 <br /> ' 30 6-17.3(3) Submittals <br /> 31 The first paragraph is revised to read: <br /> ' 32 <br /> 33 The Contractor shall submit Type 2E Working Drawings consisting of details and <br /> 34 structural design calculations for the ground anchor system or systems intended for use. <br /> ' 35 <br /> 36 The second paragraph is revised to read: <br /> 37 <br /> ' 38 <br /> 39 The Contractor shall submit a Type 1 Working Drawing consisting of a detailed <br /> description of the construction procedure proposed for use. <br /> 40 <br /> 41 The third paragraph (up until the colon) is revised to read: <br /> 42 <br /> 43 The Contractor shall submit a Type 2 Working Drawing consisting of ground anchor <br /> 44 schedule giving: <br /> ' 45 <br /> 46 In the fourth paragraph, the first sentence is revised to read: <br /> 47 <br /> ' 48 <br /> 49 The Contractor shall submit a Type 2 Working Drawing detailing the ground anchor <br /> tendon and the corrosion protection system. <br /> 50 <br /> ' AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />