McCann Construction Enterprises Inc 11/7/2018

1 1 1 2 8-20.2(1) Equipment List and Drawings 3 4 8-20.3(4) Foundations 5 The second sentence of the first paragraph is revised to read: 6 7 Concrete for Type II, Ill, IV, V, and CCTV signal standards and light standard foundations 8 shall be Class 4000P and does not require air entrainment. 9 10 8-20.3(5)A General 11 The last two sentences of the last paragraph is deleted. 12 13 This section is supplemented with the following: 14 15 All conduits shall include a pull tape with the equipment grounding conductor. The pull 16 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 17 duct plugs or caps if present, at both ends of the conduit. 18 19 8-20.3(8) Wiring I 20 The seventeenth paragraph is supplemented with the following: 21 22 Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be 23 used. 24 25 8-20.3(14)C Induction Loop Vehicle Detectors 26 Item number 2 is deleted. 27 28 Item numbers 3 through 12 are renumbered to 2 through 11, respectively. 29 30 8-21.AP8 31 Section 8-21, Permanent Signing 32 January 2, 2018 33 8-21.3(9)F Foundations 34 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 35 36 Class 4000P concrete for roadside sign structures does not require air entrainment. 37 1 38 9-02.AP9 39 Section 9-02, Bituminous Materials 40 April 2, 2018 1 41 9-02.1 Asphalt Material, General 42 The second paragraph is revised to read: 43 44 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt 45 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard 46 Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified 47 Asphalts". The Asphalt Supplier's QCP shall be submitted and receive the acceptance of 48 the WSDOT State Materials Laboratory. Once accepted, any change to the QCP will I