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I <br /> 1 1 <br /> 2 1. Vertical dimensions shall be ± 1A6 inch of the Plan dimension, and the rear height shall <br /> 3 not exceed the front height. ' <br /> 4 <br /> 5 Item number 3 of the sixth paragraph is revised to read: <br /> 6 <br /> 7 3. All other dimensions shall be ± '/4 inch of the Plan dimension. <br /> 8 <br /> 9 Section 6-14, Geosynthetic Retaining Walls <br /> 10 April 2, 2018 <br /> 11 6-14.2 Materials <br /> 12 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland <br /> 13 Cement Concrete" are revised to read: <br /> 14 <br /> 15 Cement 9-01 <br /> 16 Aggregates for Concrete 9-03.1 <br /> 17 <br /> 18 Section 6-15, Soil Nail Walls <br /> 19 January 7, 2019 <br /> 20 6-15.3(7) Shotcrete Facing <br /> 21 The last paragraph is supplemented with the following: <br /> 22 <br /> 23 After final tightening of the nut, the threads of the soil nail shall at a minimum be flush with <br /> 24 the end of the nut. <br /> 25 <br /> 26 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls <br /> 27 April 2, 2018 , <br /> 28 6-16.2 Materials <br /> 29 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised to <br /> 30 read: <br /> 31 <br /> 32 Aggregates for Concrete 9-03.1 <br /> 33 <br /> 34 Section 6-18, Shotcrete Facing <br /> 35 April 1, 2019 <br /> 36 6-18.2 Materials <br /> 37 The reference to metakaolin is deleted. <br /> 38 <br /> 39 6-18.3(3) Testing <br /> 40 In the last sentence of the first paragraph, "AASHTO T 24" is revised to read "ASTM C1604". <br /> 41 <br /> 42 6-18.3(3)B Production Testing <br /> 43 In the last sentence, "AASHTO T 24" is revised to read "ASTM C1604". <br /> 44 <br /> 45 6-18.3(4) Qualifications of Contractor's Personnel <br /> 46 In the last sentence of the second paragraph, "AASHTO T 24" is revised to read "ASTM C1604". <br /> City of Everett Page AM-66 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> I <br />