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1 9-28.14(2) Steel Structures and Posts <br /> 2 The first sentence of the third paragraph is revised to read: <br /> 3 <br /> 4 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to <br /> 5 Section 9-06.5(4), including Supplemental Requirement S4 tested at-20°F. <br /> 6 <br /> 7 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F <br /> 8 2329". <br /> 9 <br /> 10 The first sentence of the fifth paragraph is revised to read: <br /> 11 <br /> 12 Except as otherwise noted, steel used for sign structures and posts shall have a controlled <br /> 13 silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 14 <br /> 15 The last sentence of the last paragraph is revised to read: <br /> 16 <br /> 17 If such modifications are contemplated, the Contractor shall submit a Type 2 Working <br /> 18 Drawing of the proposed modifications. <br /> 19 <br /> 20 9-29.AP9 <br /> 21 Section 9-29, Illumination, Signal, Electrical <br /> 22 April 1, 2019 <br /> 23 9-29.1 Conduit, Innerduct, and Outerduct <br /> 24 This section is supplemented with the following new subsections: <br /> 25 <br /> 26 9-29.1(10) Pull Tape <br /> 27 Pull tape shall be pre-lubricated polyester pulling tape.The pull tape shall have a minimum <br /> 28 width of %Z-inch and a minimum tensile strength of 500 pounds. Pull tape may have <br /> 29 measurement marks. <br /> 30 <br /> 31 9-29.1(11) Foam Conduit Sealant <br /> 32 Foam conduit sealant shall be self-expanding waterproof foam designed to prevent both <br /> 33 water and pest intrusion. The foam shall be designed for use in and around electrical <br /> 34 equipment, including both insulated and bare conductors. <br /> 35 <br /> 36 9-29.2(1) Junction Boxes <br /> 37 The first paragraph is revised to read: <br /> 38 <br /> 39 For the purposes of this Specification concrete is defined as portland cement or blended <br /> 40 hydraulic cement concrete and non-concrete is all others. <br /> 41 <br /> 42 9-29.2(1)A2 Non-Concrete Junction Boxes <br /> 43 The first paragraph is revised to read: <br /> 44 <br /> 45 Material for the non-concrete junction boxes shall be of a quality that will provide for a <br /> 46 similar life expectancy as portland cement or blended hydraulic cement concrete in a <br /> 47 direct burial application. <br /> 48 <br /> 49 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes <br /> 50 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: <br /> CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014);COE#PW3688 Page AM-134 <br />