Laserfiche WebLink
i <br /> I No fill shall be placed during weather conditions which will alter the moisture content of the <br /> 2 fill materials sufficiently to make adequate compaction impossible. After placing operations <br /> 3 have been stopped because of adverse weather conditions, no additional fill material shall <br /> 4 be placed until the last layer compacted has been checked and found to be compacted to <br /> 5 the specified densities. <br /> s <br /> 7 The finished levee surfaces shall be made reasonably smooth and free from irregular <br /> 8 surface changes, and to the dimensions shown on the plans. <br /> 9 <br /> 10 3.04 BACKFILL AGAINST STRUCTURES <br /> 11 <br /> 12 Material for filling and backfilling around structures shall be free from sod, large lumps, <br /> 13 boulders, or rocks, roots, concrete, brush or other objectionable material, and shall be <br /> 14 obtained from required excavations insofar as practicable. Should the material available <br /> 15 from excavation be insufficient or unsuitable for the required use, the Contractor shall <br /> 15 furnish and place suitable material. Do not place backfill against newly constructed <br /> 17 concrete structures for a period of 14 days unless authorized by the Engineer. Hand-held <br /> 18 compactors shall be used for backfill against concrete walls. <br /> 19 <br /> 20 3.05 EMBANKMENT SURFACING <br /> 21 <br /> 22 Aggregate base shall be placed as specified in Paragraph 3.01, Section 02513. <br /> 23 <br /> 24 3.06 EROSION PROTECTION <br /> 25 <br /> 25 Erosion Protection shall be applied as specified in Section 02492. <br /> 27 <br /> ze 3.07 CLEANUP <br /> 29 <br /> 30 After completing all earthwork on embankments, the Contractor shall leave the site in a neat <br /> 31 and clean condition, doing such grading as is required by the plans. <br /> 32 <br /> 33 <br /> 34 <br /> 35 END OF SECTION <br /> r <br /> r <br /> EMBANKMENT CONSTRUCTION <br /> 062794 02226-3 <br />