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<br /> CITY OF EVERETT SPECIAL PROVISIONS
<br /> shall include, but not be limited to, any cover measures, runoff control measures, soil and
<br /> site stabilization measures, silt fencing as shown on the Plans, and inlet protection
<br /> measures for the work area and downstream areas.
<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 I
<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 costs for removal of asphalt concrete pavement, regardless of the depth or
<br /> thickness, bid item shall include all costs for labor, material, tools, and equipment
<br /> necessary to satisfactorily complete the Work as specified in Section 2-02.3(3) of the
<br /> Special Provisions, as shown on the Plans, or as directed by the Engineer, as there will be
<br /> no separate payment for removal, hauling and disposal. The unit price for includes hauling
<br /> and disposing of materials at a city-approved disposal site.
<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) I
<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 costs for removal of asphalt concrete pavement, regardless of the depth or
<br /> thickness, bid item shall include all costs for labor, material, tools, and equipment
<br /> necessary to satisfactorily complete the Work as specified in Section 2-02.3(3) of the
<br /> Special Provisions, as shown on the Plans, or as directed by the Engineer, as there will be
<br /> no separate payment for removal, hauling and disposal. The unit price for includes hauling
<br /> and disposing of materials at a city-approved disposal site.
<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 /> Water Main Replacement"V" Division B—BID DESCRIPTIONS April 2021
<br /> WO No.—UP3730 SP-6
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