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1 <br /> 1 1 <br /> 2 Saw-cutting shall be performed in accordance with Sections 2-02.3(3). <br /> 3 <br /> 4 Measurement for saw-cutting will be per linear foot along the true length of the surface <br /> 5 cut. <br /> 6 <br /> 7 The unit price per linear foot for the final saw-cutting of asphalt concrete pavement, shall111 <br /> 8 be full pay for all labor, materials, tools, and equipment necessary to satisfactorily <br /> 9 complete the Work as specified in Section 2-02.3(3) of the Standard Specifications and <br /> 10 disposal of cuttings slurry, including vacuum collection. <br /> 11 <br /> 12 All labor, materials, tools and equipment necessary to disposal of cuttings slurry, including <br /> 13 vacuum collection, shall be included in the Contract Unit Price. <br /> 14 <br /> 15 <br /> 16 IC 2-02.3(6),RTF , <br /> 17 (******) <br /> 18 <br /> 19 2-02.3(6) Sawing and Line Drilling <br /> 20 <br /> 21 Curb shall be saw cut full height and width. <br /> 22 <br /> 23 Asphalt shall be saw cut full depth. <br /> 24 <br /> 25 When line drilling, spacing of drilled holes center to center shall be 6 inches <br /> 26 maximum. Holes shall be perpendicular to the surface and shall penetrate <br /> 27 completely through the pavement. <br /> 28 <br /> 29 When the drawings indicate or the Engineer requires sawcutting pavement <br /> 30 which comprises of rigid base and asphalt overlay, the minimum saw cut-depth <br /> 31 for the rigid base shall be full depth. <br /> 32 <br /> 33 For rigid base constructed with mortared decorative or special pavement (e.g., <br /> 34 brick, cobblestone, paver block, etc.) or any combination of such materials the <br /> 35 depth shall be full thickness of the rigid base along a neat line with intent to <br /> 36 salvage as many special pavement units as possible. <br /> 3738 <br /> 39f , <br /> 40 END DIVISION 2 <br /> 41 ' <br /> I <br /> i <br /> N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 70 August 8, 2018 <br />