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loading which may exist or which ma <br /> construction of the project. y arise during the <br /> 3• The contract Price <br /> all costs relatinhown in the proposal shall include <br /> excavations. g to trench safety and shoring a to <br /> in the support systems directed by <br /> 1 the Engineer to insure compliance with the Safety <br /> Orders, or changes required to accommodate con <br /> encountered in the field conditions <br /> work and no extra will not be considered extra <br /> Payment will be forthcoming as a <br /> result of the changes required. <br /> B. Dewatering, Drainage and Flotation <br /> t 1. The contractor shall, at all times during construction <br /> Provide and maintain <br /> remove Proper equipment and facilities to <br /> promptly and properly dispose of all water <br /> entering excavations and keep such excavations d <br /> to obtain a satisfactory undisturbed subgrade foundation <br /> condition until the fill , structure , or Pipes to be <br /> dry so as <br /> built thereon have been completed to such extent that <br /> they will not be floated or ot <br /> • allowing water levels to return tonaturalee d vi <br /> atgo d. by <br /> s. <br /> PART 2 : PRODUCTS <br /> 2. 01 GENERAL <br /> A. Materials shall be furnished as required from on-si <br /> sources or hauled to the site from off site sources. te <br /> B. Disposal of unsuitable material is s <br /> Section. See Paragraph 3. 09. Pecified in this <br /> 2. 02 ENGINEERED FILL <br /> Engineered fill shall be used for embankment , structural <br /> backfill and trench backfill . Material shall consist of <br /> soils excavated from on-site sources and substantially free <br /> Of organic material, wood , trash , and other objectionable <br /> material which may be compressible or which cannot b <br /> compacted properly . The material to be used must be <br /> acceptable to the En e <br /> contain stones, broken Engineer . <br /> masoEngineered fill shall not <br /> rle <br /> similar materials larger than 10 inchesn in, <br /> anyubd m sor other <br /> ion. It <br /> shall have physical properties such that it can be readily <br /> spread and compacted during filling. <br /> Materials falling within the <br /> encountered Burin above Specification , <br /> on , may be s <br /> segregated stockpiles for reuse. All excavatlmaterial which Dred in <br /> . in the <br /> EARTHWORK <br /> 02200-3 <br />