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I <br /> 1 <br /> 2 9-28.14(2) Steel Structures and Posts <br /> I 3 The first sentence of the third paragraph is revised to read: <br /> 4 <br /> 5 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to <br /> I 6 Section 9-06.5(4), including Supplemental Requirement S4 tested at-20°F. <br /> 7 <br /> 8 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F <br /> 9 2329". <br /> I10 <br /> 11 The first sentence of the fifth paragraph is revised to read: <br /> 12 <br /> I 13 Except as otherwise noted, steel used for sign structures and posts shall have a controlled <br /> 14 silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 15 <br /> I 16 The last sentence of the last paragraph is revised to read: <br /> 17 <br /> 18 If such modifications are contemplated, the Contractor shall submit a Type 2 Working <br /> 19 Drawing of the proposed modifications. <br /> I 20 <br /> 21 <br /> 22 Section 9-29, Illumination, Signal, Electrical <br /> III <br /> 23 April 1, 2019 <br /> 24 9-29.1 Conduit, Innerduct, and Outerduct <br /> I 25 This section is supplemented with the following new subsections: <br /> 26 <br /> 27 9-29.1(10) Pull Tape <br /> I 28 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a minimum <br /> 29 width of '/2-inch and a minimum tensile strength of 500 pounds. Pull tape may have <br /> 30 measurement marks. <br /> 31 <br /> I <br /> 32 9-29.1(11) Foam Conduit Sealant <br /> 33 Foam conduit sealant shall be self-expanding waterproof foam designed to prevent both <br /> 34 water and pest intrusion. The foam shall be designed for use in and around electrical <br /> I 35 equipment, including both insulated and bare conductors. <br /> 36 <br /> 37 9-29.2(1) Junction Boxes <br /> I 38 The first paragraph is revised to read: <br /> 39 <br /> 40 For the purposes of this Specification concrete is defined as portland cement or blended <br /> I 41 hydraulic cement concrete and non-concrete is all others. <br /> 42 <br /> 43 9-29.2(1)A2 Non-Concrete Junction Boxes <br /> 44 The first paragraph is revised to read: <br /> I <br /> 45 <br /> 46 Material for the non-concrete junction boxes shall be of a quality that will provide for a <br /> 47 similar life expectancy as portland cement or blended hydraulic cement concrete in a direct <br /> I 48 burial application. <br /> 49 <br /> I City of EverettPage AM 135 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />