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.. <br /> SECTION 19 <br /> 19-1 EARTHWORK.--Earthwork shall conform to the requirements <br /> in Section 19, "Earthwork" , of the Standard Specifications and <br /> these special provisions. . <br /> The requirement of the second paragraph of Section 19-5. 03 <br /> will be required only in those areas shown on the plan. <br /> In lieu of the tolerance specified in Section 19-1. 03 (a) of <br /> the Standard Specifications, the surface of the grading plane <br /> shall not be more than 0. 05 foot above or below the grade <br /> established by the Engineer. <br /> Before grade is approved by the Engineer all earthwork <br /> (including driveways and slopes) shall be compacted to grade. <br /> Unless otherwise shown on the plans, all surplus materials not to <br /> be salvaged, stockpiled or disposed of as provided in Section <br /> 19-2. 06 shall become the property of the Contractor and disposed <br /> of as provided in Section 7-1. 13 of the Standard Specifications. <br /> Unless otherwise shown on the plans, the existing pavement, <br /> when used as embankment, shall be broken up into pieces not larger <br /> than 0.33 foot in greatest dimension. <br /> III 19-1 <br />