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pp=w <br /> SECTION 02200 M A R .1 3 13v7 <br /> EARTHWORK <br /> PART 1: GENERAL <br /> 1. 01 DESCRIPTION <br /> A. The work of this section consists of all clearing , grubbing , <br /> excavation , fill, backfill , grading , compaction, shoring , <br /> bracing, and dewatering required to complete the work shown <br /> on the drawings and specified herein. The work shall include <br /> but not necessarily be limited to: <br /> 1. Removal of brush , roots , and other vegetation and <br /> debris. <br /> 2. Excavation and backfill for structures , footings , <br /> vaults, conduit and pipe. <br /> 3. Fill and borrow for embankment and grading . <br /> 4 . Disposal of surplus and unsuitable materials. <br /> 5 . Sheeting , bracing and water handling . <br /> 1.02 DEFINITION <br /> Compaction requirements specified herein are defined as <br /> relative compaction and refer to the in-place dry density of <br /> the material expressed as a percentage of the maximum dry <br /> density of the same material, as determined by the CTM 216 <br /> laboratory test procedure . All compacted materials may be <br /> tested by in-place moisture and density test. <br /> 1. 03 QUALITY ASSURANCE <br /> Evaluation of all fill materials and testing required to <br /> determine compliance for the work of this Section will be <br /> the responsibility of the District and at District ' s <br /> expense . The Contractor shall cooperate by rerouting <br /> equipment around the immediate work area being tested. Areas <br /> where test results indicate noncompliance shall be corrected <br /> before placing additional fill. <br /> 1. 04 LINES AND GRADES <br /> A. Lines and grades of the earthwork shall be as shown on the <br /> Drawings. <br /> B. The District will provide the following survey control and <br /> EARTHWORK <br /> 02200-1 <br />