Specifications include, but are not limited to: A CTH KK between CR A/B & Lake Rd. Width 30’‐80’, average depth 4”–6”, two intersections. Work shall be performed per specifications of ITEM B MILLING AND CRUSHING EXISTING BITUMINOUS SURFACE W/ LOADING in Attachment E. 68,100 SY 1B Mobilization for Item 1A (2 phases) 2 Each 2A CTH KK between CR A/B & Lake Rd. Width 3’‐4’ Average depth 4”‐6”. Work shall be performed per specification of ITEM D* MILLING OF EXISTING PAVEMENT SURFACE – ½ LANE in Attachment E. 11,000 SY 2B Mobilization for Item 2A 1 Each 3A CTH KK between CR A/B & Lake Rd. Width 30’‐45’ average depth 2”. Work shall be performed per specification of ITEM C MILLING OF EXISTING PAVEMENT SURFACE – FULL LANE in Attachment E. 5,100 SY