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1 <br /> 2 When the drawings indicate or the Engineer requires sawcutting pavement I <br /> 3 which comprises of rigid base and asphalt overlay, the minimum saw cut-depth <br /> 4 for the rigid base shall be full depth. <br /> 5 I 6 For rigid base constructed with mortared decorative or special pavement (e.g., <br /> 7 brick, cobblestone, paver block, etc.) or any combination of such materials the <br /> 8 depth shall be full thickness of the rigid base along a neat line with intent to <br /> 9 salvage as many special pavement units as possible. <br /> 10 <br /> 11 <br /> 12 GSL 2-02 SAWCUT.docx I <br /> 13 2-02.5 Payment <br /> 14 <br /> 15 Section 2-02.5 is supplemented with the following: <br /> 16 <br /> 17 (******) <br /> 18 ' <br /> 19 "Sawcut", per linear foot. <br /> 20 <br /> 21 Saw-cutting shall be performed in accordance with Sections 2-02.3(3). <br /> 22 <br /> 23 Measurement for saw-cutting will be per linear foot along the true length of the surface <br /> 24 cut. <br /> 25 <br /> 26 The unit price per linear foot for the final saw-cutting of asphalt concrete and cement <br /> 27 concrete pavement shall be full pay for all labor, materials, tools, and equipment I <br /> 28 necessary to satisfactorily complete the Work as specified in Section 2-02.3(3) of the <br /> 29 Standard Specifications and disposal of cuttings slurry, including vacuum collection. <br /> 31 <br /> 3 <br /> 32 COE 2-03.4 EARTHWORK.docx <br /> 33 (******) 1 <br /> 34 2-03.4 Measurement <br /> 35 Section 2-03.4 is supplemented with the following: <br /> 36 (City of Everett, September 10, 2013) <br /> 37 *** <br /> 38 <br /> 39 Only one determination of the original ground elevation will be made on this project. <br /> 40 Measurement for roadway excavation and embankment will be based on the original <br /> 41 ground elevations recorded previous to the award of this contract and, the alignment, <br /> 42 profile grade, and roadway section as shown in the plans or as staked by the Engineer. <br /> 43 <br /> 44 If discrepancies are discovered in the ground elevations which will materially affect the <br /> 45 quantities of earthwork, the original computations of earthwork quantities will be adjusted <br /> 46 accordingly. <br /> 47 <br /> i <br /> INTERURBAN TRAIL TO YMCA PEDESTRIAN IMPROVEMENTS SPECIAL PROVISIONS <br /> WORK ORDER 3749 Page SP42 of SP68 MAY 2,2022 <br /> I <br />