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DRAFT <br />DIVISION 2 -SITE WORK <br />SECTION 02290 -FILL AREA CONSTRUCTION <br />PART 1 -GENERAL <br />1.01 WORK INCLUDED <br />Construction of fill areas as shown on the drawings and as specified herein including foundation preparation, <br />dewatering, fill placement, moisture control and compaction. <br />1.02 RELATED WORK <br />Section 02100 -Site Preparation <br />Section 02270 -Slope Protection and Erosion Control <br />PART 2 -MATERIALS <br />2.01 COMPACTED FILL <br />Compacted fill shall consist of random inorganic mixtures of sandy, silty clays to clayey, silty sands. Fill <br />material shall be classified SC-CL according to the Unified Soil Classification System with a minimum of 25 <br />percent passing a #200 sieve. The materials shall be obtained from excavations, borrow areas or other sources <br />as directed by the Engineer. It shall be free of any deleterious materials, including materials larger than 5 <br />inches, as determined by the Engineer. Oversize rock fragments shall be wasted as approved by We Engineer <br />or stockpiled for use as riprap when found to be acceptable to the Engineer. <br />PART3-EXECUTION <br />3.01 GENERAL <br />No fill material shall be placed until the foundation for each section has been dewatered, stripped, suitably <br />prepared and has been approved by the Engineer. <br />All cavities, depressions and irregularities, within the fill area shall be filled with embankment materials as <br />specified for the overlying embankment. <br />3.02 DEWATERING <br />The Contractor shall construct and maintain all necessary channels, flumes, drains and related stmctures; <br />furnish all equipment required to remove water from various parts of the work; and maintain foundations and <br />other parts of the work in a state of dryness so as not to impede work activities, become detrimental to related <br />