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AW <br /> r <br /> No A-8 material permitted in embankment either inside or outside of sidewalk location . <br /> r 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 /> r <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 No . 160-4- 1 Type B Stabilization ( 12") Per Square Yard <br /> Item No. 160-4-2 Type B Stabilization (8") Per Square Yard <br /> w <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 /> r <br /> Item of Payment <br /> Payment shall be made under: <br /> "' Item No. 285-7-09 Base Group 9 Per Square Yard <br /> Item No . 285-7- 16 Base Group 16 Per Square Yard <br /> r <br /> r <br /> r <br />