Rodarte Construction Inc Everett Station Parking Expansion

I 1 Section 8-21, Permanent Signing 9 g 2 January 7 2019 3 8-21.3(5) Sign Relocation 4 The second sentence of the first paragraph is revised to read: 5 6 Where the existing sign Structure is mounted on concrete pedestals, the Contractor shall 7 remove the pedestal to a minimum of 2 feet below finished grade and backfill the remaining 8 hole with material similar to that surrounding the hole. 9 10 8-21.3(9)F Foundations 11 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 12 13 Class 4000P concrete for roadside sign structures does not require air entrainment. 14 15 Section 8-22, Pavement Marking I 16 January 7, 2019 17 8-22.3(2) Preparation of Roadway Surfaces 18 The second paragraph is revised to read: 19 20 Remove all other contaminants from pavement surfaces that may adversely affect the 21 installation of new pavement marking. 22 23 8-22.3(3)F Application Thickness 24 The second to last sentence of the last paragraph is revised to read: 25 26 After grinding, clean the groove. 27 1 28 29 Section 9-00, Definitions and Tests 30 January 7, 2019 I 31 9-00.4 Sieves for Testing Purposes 32 This section is revised to read: 33 34 Test sieves shall be made of either: (1) woven wire cloth conforming to ASTM E11, or (2) 35 square-hole, perforated plates conforming to ASTM E323. 36 37 9-00.7 Galvanized Hardware, AASHTO M 232 38 The first sentence is revised to read: 39 40 An acceptable alternate to hot-dip galvanizing in accordance with AASHTO M 232 will be 41 zinc coatings mechanically deposited in accordance with ASTM B695, providing the 42 minimum thickness of zinc coating is not less than that specified in AASHTO M 232, and 43 the process will not produce hydrogen embrittlement in the base metal. 44 I City of Everett Page AM-112 Amendments Everett Station 80 Stall Parking Expansion June 2019 I