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1 J. The Contractor shall replace all pavement cut or otherwise damaged during the progress of the work as specified elsewhere herein or as shown on the Drawings. 3.08 DISPOSAL OF UNSUITABLE AND SURPLUS MATERIAL A. All surplus and unsuitable excavated material shall be disposed of at the Contractor's cost in one of the following ways as directed by the Engineer. 1. Transport to soil storage area on Owner's property and stockpile or spread as directed by the Engineer. 2. Transport from Owner's property and legally dispose of. Any permit required for the hauling and disposing of this material beyond Owner's property shall be obtained prior to commencing hauling operations. Copies of all required permits shall be provided to the Engineer. B. Suitable excavated material may be used for fill if it meets the specifications for common fill and is approved by the Engineer. Excavated material so approved may be neatly stockpiled at the site where designated by the Engineer provided there is an area available where it will not interfere with the operation of the facility nor inconvenience traffic or adjoining property owners. END OF SECTION 07/06 02221 -13 05 -5564 i E. Grading Outside Athletic Field Lines: Finished grade adjacent to or outside of athletic field shall be restored to original elevations. F. Stones or rock fragments larger than 2 1/2 inches in their greatest dimensions will not be permitted in the top 6 inches of the subgrade line of all fills or embankments. G. All fill slopes shall be uniformly dressed to the slope, cross - section and alignment shown on the Drawings, or as directed by the Engineer. H. In cut, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line or finished grade of slope. All cut and fill slopes shall be uniformly dressed to the slope, cross - section and alignment shown on the Drawings or as specified by the Engineer. I. No grading is to be done in areas where there are existing pipe lines that may be uncovered or damaged until such lines which must be maintained ' are relocated, or where lines are to be abandoned, all required valves are closed and drains plugged at manholes. J. The Contractor shall replace all pavement cut or otherwise damaged during the progress of the work as specified elsewhere herein or as shown on the Drawings. 3.08 DISPOSAL OF UNSUITABLE AND SURPLUS MATERIAL A. All surplus and unsuitable excavated material shall be disposed of at the Contractor's cost in one of the following ways as directed by the Engineer. 1. Transport to soil storage area on Owner's property and stockpile or spread as directed by the Engineer. 2. Transport from Owner's property and legally dispose of. Any permit required for the hauling and disposing of this material beyond Owner's property shall be obtained prior to commencing hauling operations. Copies of all required permits shall be provided to the Engineer. B. Suitable excavated material may be used for fill if it meets the specifications for common fill and is approved by the Engineer. Excavated material so approved may be neatly stockpiled at the site where designated by the Engineer provided there is an area available where it will not interfere with the operation of the facility nor inconvenience traffic or adjoining property owners. END OF SECTION 07/06 02221 -13 05 -5564 i