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No A-8 material permitted in embankment. <br />E. Payment shall be made under: <br />Item No. 120-1 — Excavation Regular — Per Cubic Yard <br />Item No. 120-4 - Subsoil Excavation - Per Cubic Yard <br />Item No. 120-6 - Embankment - Per Cubic Yard <br />SECTION 00160 STABILIZIl <br />A. Sub Article 160-5.1 is modified by the addition of the following: <br />"The stabilization thickness indicated on plans shall be considered a minimum <br />thickness. Thickness will vary to conform to the lines, and grades shown in the <br />plans." Minimum L.B.R. = 40 - No under -tolerance. <br />B. Payment shall be made under: <br />Item No. 160-4 - Type B Stabilization (12") - Per Square Yard <br />ECTION 00285 <br />kL BASE COI <br />A. Sub Article 285-4 is modified by the addition of the following: <br />Base material, thickness and requirements are described in the construction plans. <br />Only one type of alternate base material shall be used. No additional payment will <br />be made for base thickness in excess of the specified thickness <br />B. Payment shall be made under: <br />Item No. 285-707 - Base Group 7 - Per Square Yard <br />TION 286 TURNOUT CONSTRUCTION <br />Sub Article 286-6 is modified by the addition of the following: <br />The cost of any bituminous material used in hot bituminous mix, form work, prime coat or <br />tack coat, or any incidental labor or material shall not be paid for separately. <br />Payment shall be made under: <br />Item No. 286-1-1 - Turnout Construction (Asphalt) - Square Yard <br />GENERAL PROVISIONS <br />01025-10 <br />F:\Engineering\Capital Projects\0216-12th Street Between 16th Avenue and 11th Place\0216 Bid Documents\DIVISION 2 -Technical <br />Provisions.doc <br />