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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> 111 <br /> The TESC measures shall limit the erosion possibility by covering disturbed soils, <br /> preventing sloughing or raveling of cut and natural slopes, and controlling surface runoff <br /> from flowing into excavations using measures such as curbs, berms, dikes, rock-lined <br /> ditches, and other approved measures. Filter fabric fence shall be used to treat small <br /> areas of non-concentrated runoff prior to discharge from the site. <br /> Bid Item 11 - Saw-Cutting Asphalt Concrete Pavement, Final Joint Cut, Up To 6-Inch <br /> Thickness <br /> Measurement and Payment: Unit Price per Linear Foot (LF) <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of asphalt concrete pavement, up to 6- <br /> inch thickness, shall be full compensation for all labor, material, tools, and equipment <br /> necessary to satisfactorily complete the Work as specified in Section 2-02.3(3) of the <br /> Standard Specifications, these Special Provisions and as shown on the Plans. The unit <br /> price per lineal foot for the final saw-cutting of asphalt concrete pavement, up to 6-inch <br /> thickness includes, but is not limited to, the saw-cutting necessary for the final joint <br /> between existing pavement and permanent HMA pavement. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 12 - Saw-Cutting Asphalt Concrete Pavement, Final Joint Cut, Additional 1- <br /> Inch Thickness <br /> Measurement and Payment: Unit Price per Linear Foot (LF) 111 <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of asphalt concrete pavement, for each <br /> full 1-inch depth beyond the initial 6-inch thickness, shall be full compensation for all labor, <br /> material, tools, and equipment necessary to satisfactorily complete the Work as specified in <br /> Section 2-02.3(3) of the Standard Specifications, these Special Provisions and as shown <br /> on the Plans. The unit price per lineal foot for the final saw-cutting of concrete pavement, <br /> up to 6-inch thickness includes, but is not limited to, the saw-cutting necessary for the final <br /> joint between existing pavement and permanent HMA pavement. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 13 - Saw-Cutting Concrete Pavement, Final Joint Cut, Up To 7-Inch <br /> Thickness <br /> Measurement and Payment: Unit Price per Linear Foot (LF) <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of concrete pavement, up to 7-inch <br /> thickness, shall be full compensation for all labor, material, tools, and equipment necessary <br /> to satisfactorily complete the Work as specified in Section 2-02.3(3) of the Standard <br /> Specifications, these Special Provisions and as shown on the Plans. The unit price per <br /> lineal foot for the final saw-cutting of concrete pavement, up to 7-inch thickness includes, <br /> but is not limited to, the saw-cutting necessary for the final joint between existing concrete <br /> pavement and permanent concrete pavement repair. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 14 - Foundation Material, Class A or B <br /> Water Main Replacement"S" Division B—BID DESCRIPTIONS January 29, 2018 <br /> WO No.—UP3664 SP-6 <br /> I <br />