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Edgewater Creek Bridge Replacement November 2023 93 1 2-02.3(3).GR2 2 Removal of Pavement, Sidewalks, Curbs, and Gutters 3 4 2-02.3(3).INST1.GR2 5 Section 2-02.3(3) is supplemented with the following: 6 7 2-02.3(3).OPT2.DOCX 8 (******) 9 All full-depth saw cuts shall be continuous, and shall be made with saws specifically 10 equipped for the purpose. No skip cutting or jack hammering will be allowed unless 11 specifically approved otherwise in writing by the Engineer. The location of all 12 pavement cuts shall be where shown in the Plans or as approved by the Engineer in 13 the field before cutting commences. 14 15 The approximate thickness of the asphalt concrete pavement is 4 inches. 16 17 All saw cutting performed in the Contract shall provide for and include removal and 18 disposal of slurry created from water cooling/lubrication, in accordance with the 19 Washington State Department of Ecology regulations. Waste material (slurry) shall 20 not be allowed to enter drainage systems, ditches, or streams. 21 22 2-02.4.GR2 23 Measurement 24 25 2-02.4.INST1.GR2 26 Section 2-02.4 is supplemented with the following: 27 28 2-02.4.OPT5.DOCX 29 (******) 30 Removal of drainage Structures will be measured per each for each drainage Structure 31 removed. 32 33 Removal of existing drainage pipe will be measured by the linear foot along the line and 34 slope of the drainage pipe prior to removal. 35 36 Saw cutting will be measured by the linear foot along the surface being cut, regardless of 37 the depth of the material, or the material of the surface being cut. 38 39 2-02.5.GR2 40 Payment 41 42 2-02.5.INST2.GR2 43 Section 2-02.5 is supplemented with the following: 44 45 2-02.5.OPT18.DOCX 46 (******) 47 “Removing Drainage Structure”, per each. 48