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1 <br /> 2 If the Contract calls for the removal and resetting of permanent barrier, and the <br /> 3 permanent barrier is not required to remain in place until reset, the permanent barrier <br /> 4 may be substituted for temporary concrete barrier. Any of the permanent barrier <br /> 5 damaged during its use as temporary barrier will become the property of the Contractor <br /> 6 and be replaced with permanent barrier when the permanent barrier is reset to its <br /> 7 permanent location. <br /> 8 <br /> 9 The third paragraph is revised to read: <br /> 10 <br /> 11 All barrier shall be in good condition, without cracks, chips, spalls, dirt, or traffic marks. If <br /> 12 any barrier segment is damaged during or after placement, the Contractor shall <br /> 13 immediately repair it to the Engineer's satisfaction or replace it with an undamaged <br /> 14 section. <br /> 15 <br /> 16 The following new paragraph is inserted after the third paragraph: <br /> 17 <br /> 18 Delineators shall be placed on the traffic face of the barrier 6 inches from the top and 11119 spaced a maximum of 40 feet on tangents and 20 feet through curves. The reflector <br /> 20 color shall be white on the right side of traffic and yellow on the left side of traffic. The <br /> 21 Contractor shall maintain, replace and clean the delineators when ordered by the <br /> 22 Engineer. 1 <br /> 23 <br /> 24 6-11.AP6 <br /> 25 Section 6-11, Reinforced Concrete Walls <br /> 26 January 5, 2015 <br /> 27 6-11.3(1) Submittals <br /> 28 The first paragraph is revised to read: <br /> 29 <br /> 30 The Contractor shall submit Type 2E Working Drawings consisting of excavation <br /> 31 shoring plans in accordance with Section 2-09.3(3)D. <br /> 32 <br /> 33 The second paragraph is revised to read: <br /> 34 <br /> 35 The Contractor shall submit Type 2E Working Drawings of falsework and formwork <br /> 36 plans in accordance with Sections 6-02.3(16) and 6-02.3(17). <br /> 37 <br /> 38 The third paragraph (up until the colon) is revised to read: <br /> 39 <br /> 40 If the Contractor elects to fabricate and erect precast concrete wall stem panels, Type <br /> 41 2E Working Drawings of the following information shall be submitted in accordance with <br /> 42 Section 6-02.3(28)A: <br /> 43 <br /> 44 The last paragraph is deleted. <br /> 45 <br /> 46 6-11.3(3) Precast Concrete Wall Stem Panels <br /> 47 In the third paragraph, the phrase "as approved by the Engineer" is deleted. <br /> 48 <br /> 1 <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />