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I Permit is transferred back to the ContractingAgency in accordance with Section 8- <br /> 1 g y <br /> 2 01.3(16). <br /> 1 3 <br /> 4 1-08.7 Maintenance During Suspension <br /> 5 The fifth paragraph is revised to read: <br /> I 6 <br /> 7 The Contractor shall protect and maintain all other Work in areas not used by traffic. All <br /> 8 costs associated with protecting and maintaining such Work shall be the responsibility <br /> I 9 of the Contractor. <br /> 10 <br /> 11 1-09.AP 1 <br /> I 12 Section 1-09, Measurement and Payment <br /> 13 April 2, 2018 <br /> I 14 1-09.2(2) Specific Requirements for Batching Scales <br /> 15 The last sentence of the first paragraph is revised to read: <br /> 16 <br /> 17 Batching scales used for concrete or hot mix asphalt shall not be used for batching <br /> 18 other materials. <br /> 19 <br /> 20 2-02.AP2 <br /> I21 Section 2-02, Removal of Structures and Obstructions <br /> 22 April 2, 2018 <br /> 1 23 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters <br /> 24 In item number 3 of the first paragraph, the second sentence is revised to read: <br /> 25 <br /> I 26 For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to <br /> 27 18 inches from and parallel to the initial saw cut is also required, unless the Engineer <br /> 28 allows otherwise. <br /> I 29 <br /> 30 2-09.AP2 <br /> 31 Section 2-09, Structure Excavation <br /> 1 32 April 2, 2018 <br /> 33 2-09.2 Materials <br /> II 34 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland <br /> 35 Cement Concrete" are revised to read: <br /> 36 <br /> I 37 Cement 9-01 <br /> 38 Fine Aggregate for Concrete 9-03.1(2) <br /> 39 <br /> I 40 2-09.3(3)D Shoring and Cofferdams <br /> 41 The first sentence of the sixth paragraph is revised to read: <br /> 42 <br /> 43 Structural shoring and cofferdams shall be designed for conditions stated in this Section <br /> I 44 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for <br /> 45 Highway Bridges Seventeenth Edition — 2002 for allowable stress design, or the <br /> 46 AASHTO LRFD Bridge Design Specifications for load and resistance factor design. <br /> 1 47 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 10 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> iWSDOT AMENDMENTS Rev 4/2/18 <br />