Rev. 8-14-97 SHOULDERS ADJACENT TO RESURFACE WORK The Standard Specifications are revised as follows: SECTION 303, AFTER LINE 160, INSERT AS
FOLLOWS: When required, the area to be occupied by additional shoulder material shall be milled as directed. The spreading of such shoulder material will be considered acceptable when placed with a grader or other approved spreading device. At locations where guardrail or other obstructions interfere, shoulder material may be placed by hand and shall be well compacted with a roller or power tamper. If the amount of excavated material from within the project limits is insufficient for constructing shoulders, additional material shall consist of type O compacted aggregate for shoulder. All excess excavation material not required for the work shall be disposed of such that it shall not interfere with transverse drainage between the edge of the pavement and an existing side ditch or shoulder break point. All material excavated shall be satisfactorily disposed of in accordance with 206.07.
SECTION 303, AFTER LINE 172, INSERT AS
FOLLOWS:
SECTION 303, AFTER LINE 203, INSERT AS
FOLLOWS:
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