Specifications include, but are not limited to: "A" - Bituminous patch - cut and patch areas designated in the field by the Engineer. Remove existing pavement / base material to a depth of three (3") below subsurface, compact subbase with mechanical tamper, pave with bituminous concrete and band BI. "B" - Stone patch - patch areas designated in the field by the Engineer. Remove existing base course material to a depth of six (6") compact subbase with mechanical tamper, replace with CR-6 compacted stone base course material. Proof rolling areas prior to designation for patching will be required using at least a fifteen (15)-ton rubber tire roller or a ten (10)-ton single axle dump truck. "C" - Joint cutting/milling - All cold joints, except new pavement, shall be saw-cut or milled to the same depth as the resurfacing material and tack coated. Cut shall be smooth and true at the joint, and a minimum of four (4") wide including driveway connections. "D" - Edge milling - Mill along the edge of the gutter pan at a depth indicated in the Item description to a depth of zero (0") at a width of six (6'). This operation where designated will generally be required on both sides of the street for its entire length. "E" - Gutter milling - Mill or remove existing bituminous material from the surface of existing gutter pan to expose original concrete.