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i <br />4W <br />40 <br />SECTION 02200 <br />EARTHWORK <br />PART 1 - GENERAL <br />1.01 SUMMARY <br />A. Section Includes: Earthwork for buildings, physical education fields, <br />and other grassed or landscaped areas as indicated on Drawings <br />and specified in this section. <br />B. Related Section: <br />1. 02221 - Excavating, Backfilling, and Compaction for Utilities. <br />2. 02280 - Soil Treatment. <br />3. 02511 - Asphaltic Concrete Paving. <br />1.02 REFERENCES <br />A. American Society for Testing and Materials (ASTM): <br />1. C136 -84a - Sieve Analysis of Fine and Coarse Aggregates. <br />2. D698-91 - Moisture -Density Relationship of Soils. <br />3. D1556-90 - Standard Methods of Test for Density of Soil in <br />Place by Sand Cone Methods. <br />4. D1557-91 - Methods of Test for Moisture -Density Relations <br />of Soils Using a 10 Pound Rammer and 18" Drop. <br />5. D2487-90 - Classification of Soils for Engineering Purposes. <br />6. D2922-91 - Density of Soil and Soil -Aggregate in Place by <br />Nuclear Methods. <br />1.03 {QUALITY ASSURANCE <br />A. Trench Safety Act: <br />1. Comply with the Trench Safety Act, sections 553.64 through <br />553.64 Florida Statutes. <br />2. Where projects include trenching which exceeds a depth of <br />five (5) feet comply with the trench safety standard as <br />required by Section 553.63 and 553.64 Florida Statute. <br />1.04 DEFINITIONS <br />A. "Satisfactory Fill Materials" include materials classified in ASTM <br />D2487-90 as GW, GP, SW and SP properly worked by Contractor <br />to obtain optimum moisture and compaction. <br />02200-1 <br />