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J <br />or <br />No A-8 material permitted in embankment either inside or outside of sidewalk location. <br />~ Payment shall be made under: <br />Item No. 120-1 Regular Excavation Per Cubic Yard <br />Item No. 120-4 Subsoil Excavation Per Cubic Yard <br />Item No. 120-6 Embankment Per Cubic Yard <br />SECTION 160 <br />r <br />STABILIZING <br />Sub Article 160-3 is modified by the addition of the following: <br />"The stabilization thickness indicated on plans shall be considered a minimum thickness. <br />r Thickness will vary to conform to the lines, and grades shown in the plans." Minimum L.B.R. _ <br />40 — No under -tolerance. <br />Payment shall be made under: <br />Item <br />No. <br />160-4-1 <br />Type B <br />Stabilization <br />(12") <br />Per <br />Square <br />Yard <br />Item <br />No. <br />160-4-2 <br />Type B <br />Stabilization <br />(8") <br />Per <br />Square <br />Yard <br />SECTION 285 <br />• <br />OPTIONAL BASE COURSE <br />., Sub Article 285-4 is modified by the addition of the following: <br />A. Base material, thickness and requirements are described in the construction plans. Only <br />one type of alternate base material shall be used through the project limits. The soil <br />cement option will not be permitted. <br />Item of Payment <br />Payment shall be made under: <br />"' Item No. 285-7-09 <br />Item No. 285-7-16 <br />W <br />W <br />to <br />op <br />Base <br />Group 9 <br />Per <br />Square <br />Yard <br />Base <br />Group 16 <br />Per <br />Square <br />Yard <br />