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Kvaerner Meths <br />• Project No. 306800 <br />General Specrfication No. GG01 <br />Site Work <br />Aggregate base shall conform to the following gradation: <br />Sieve Size Percent. by weight, Passing <br />1-1/2 inch 100 <br />1 inch 80-100 <br />No. 4 55-70 <br />No. 16 0-40 <br />No. 200 5-12 <br />Aggregate base shall be spread in a 6 inch thickness or as indicated on the drawings. <br />The spreading shall allow for development of the required crown upon completion of <br />compaction. <br />Compaction of aggregate surface shall immediately follow the spreading operation, and <br />shall be in accordance wdh Section 5.3 of this specification. <br />The road surface shall be finished to a visually smooth and uniform line and grade, <br />without ponding, with surface deviation not exceeding 2-1/2 in. within 100 feet. <br />11.0 CLEAN-UP <br />Contractor shall clean up the work as it progresses from day to day, and shall remove <br />from the adjoining premises, all waste materials and rubbish. When the work is finished, <br />Contractor shall remove. from the site of the work, all tools and machinery for which, in <br />the opinion of the Engineer. he or his subcontractors are responsible. Rubbish and waste <br />material shall be removed from the site and disposed of in approved landfill or in areas <br />on site approved by the Engineer. Contractor shall leave the work free and clear from atl <br />obstructions and hindrances. <br />Contractor's work area shall be raked clean and graded to neat appearance and shall <br />provide drainage preventing accumulation of water. <br />i uoewwwreasrnucrccois.c ooc, a« iw~ 1 1 a.er onr. v. 1911 <br />