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x� <br />. <br />C' <br />19 <br />u <br />K <br />C <br />0 <br />V'111� <br />r <br />M?jl <br />u <br />3.07 GRADING <br />06/07 <br />A. Grading shall be performed at such places as are indicated on the Drawings, to <br />the lines, grades and elevations shown or as directed by the Engineer and shall <br />be made in such manner that the requirements for formation of embankments <br />can be followed. All unacceptable material encountered, of whatever nature <br />within the limits indicated, shall be removed and disposed of as directed. During <br />the process of excavation, the grade shall be maintained in such condition that it <br />will be well drained at all times. When directed, temporary drains and drainage <br />ditches shall be installed to intercept or divert surface water which may affect the <br />prosecution or condition of the work. <br />B. If at the time of excavation it is not possible to place any material in its proper <br />section of the permanent structure, it shall be stockpiled in approved areas for <br />later use. No extras will be considered for the stockpiling or double handling of <br />excavated material. <br />C. The right is reserved to make minute adjustments or revisions in lines or grades <br />if found necessary as the work progresses, due to discrepancies on the <br />Drawings or in order to obtain satisfactory construction. <br />D. Grading Surface of Athletic Field Fill: Athletic field shall be sloped at 1.0% from <br />the crown to the edge of the field on each side, and compacted as specified. <br />E. Grading Outside Athletic Field Lines: Finished grade adjacent to or outside of <br />athletic field shall be restored to original elevations. <br />F. Stones or rock fragments larger than 2 1/2 inches in their greatest dimensions <br />will not be permitted in the top 6 inches of the subgrade line of all fills or <br />embankments. <br />G. All fill slopes shall be uniformly dressed to the slope, cross - section and alignment <br />shown on the Drawings, or as directed by the Engineer. <br />H. In cut, all loose or protruding rocks on the back slopes shall be barred loose or <br />otherwise removed to line or finished grade of slope. All cut and fill slopes shall <br />be uniformly dressed to the slope, cross - section and alignment shown on the <br />Drawings or as specified by the Engineer. <br />No grading is to be done in areas where there are existing pipe lines that may be <br />uncovered or damaged until such lines which must be maintained are relocated, <br />or where lines are to be abandoned, all required valves are closed and drains <br />plugged at manholes. <br />J. The Contractor shall replace all pavement cut or otherwise damaged during the <br />progress of the work as specified elsewhere herein or as shown on the <br />Drawings. <br />02221 -11 03 -4197 <br />