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1 The Contractor shall construct wall corners at the locations shown in the Plans, and in <br /> ' 2 <br /> 3 accordance with the wall corner construction sequence and method in the Working <br /> Drawing submittal. <br /> 4 <br /> 5 In the last paragraph, the first sentence is revised to read: <br /> 6 <br /> 7 Where required by retaining wall profile grade, the Contractor shall terminate top layers <br /> 8 of retaining wall geosynthetic and backfill in accordance with the method in the Working <br /> 9 Drawing submittal. <br /> 10 <br /> 11 6-14.5 Payment <br /> 12 In the paragraph following the Bid item "Concrete Fascia Panel", per square foot, "concrete <br /> 13 leveling pad" is revised to read "concrete footing". <br /> 14 <br /> ' 15 6-15.AP6 <br /> 16 Section 6-15, Soil Nail Walls <br /> ' 17 January 15, 2015 <br /> 18 6-15.3(3) Submittals <br /> ' 19 The first paragraph (excluding the numbered list) is revised to read: <br /> 20 <br /> 21 The Contractor shall submit Type 2 Working Drawings of the following information: <br /> ' 22 <br /> 23 6-15.3(6) Soil Nailing <br /> 24 In the first paragraph, the last sentence is revised to read: <br /> 25 <br /> 26 Damaged or defective encapsulation shall be repaired in accordance with the <br /> 27 manufacturer's recommendations. <br /> 28 <br /> ' 29 The eighth paragraph is revised to read: <br /> 30 <br /> 31 If sections of the wall are constructed at different times than the adjacent soil nail <br /> ' 32 <br /> 33 sections, the Contractor shall use stabilizing berms, temporary slopes, or other <br /> measures acceptable to the Engineer, to prevent sloughing or failure of the adjacent soil <br /> 34 nail sections. <br /> ' 35 <br /> 36 6-15.3(8) Soil Nail Testing and Acceptance <br /> 37 In the first paragraph, the second sentence is revised to read: <br /> ' 38 <br /> 39 The Contractor shall submit Type 1 Working Drawings of all test data. <br /> 40 <br /> ' 41 The last sentence of the seventh paragraph is revised to read: <br /> 42 <br /> 43 The Contractor shall submit Type 2E Working Drawings of the reaction frame. <br /> ' 44 <br /> 45 6-15.3(8)A Verification Testing <br /> 46 In the third paragraph, the first sentence is revised to read: <br /> 47 <br /> ' 48 The Contractor shall submit Type 2E Working Drawings consisting of design details of <br /> 49 the verification testing, including the system for distributing test load pressures to the <br /> 50 excavation surface and appropriate nail bar size and reaction plate. <br /> ' AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />