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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 /> i 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 /> i <br /> i <br /> I <br /> III 19-1 <br />