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' SECTION 02210 <br /> 2 <br /> ' 3 SITE GRADING <br /> a <br /> 5 <br /> ' 6 PART 1 - GENERAL <br /> 7 <br /> 8 1.01 DESCRIPTION <br /> 9 <br /> 10 The work of this section consists of excavation, fill placement, and removal and disposal <br /> 11 of excess and unsuitable material all as required to establish site grades as shown on the <br /> 12 plans. Excavation includes excavation and grading for roadways, areas adjacent to <br /> 13 structures, parking areas, and removal of unsuitable material from the roadbed and beneath <br /> 14 fill areas. <br /> 15 <br /> ' 16 1.02 QUALITY ASSURANCE <br /> n <br /> 18 Testing required to determine compliance for the work of this section will be the <br /> 19 responsibility of the Owner and at the Owner's expense. The Contractor shall cooperate <br /> ' 20 by rerouting equipment or by temporarily closing the immediate work area being tested. <br /> 21 Areas where test results indicate noncompliance shall be corrected before placing additional <br /> 22 fill. <br /> ' 23 <br /> 24 1.03 PROJECT CONDITIONS <br /> 25 <br /> 26 Maintain fills, slopes, and ditches within the limits of the new construction until final <br /> v acceptance. Repair areas damaged as a result of storms or construction. Take necessary <br /> 26 precautions to prevent the entrance of soils and other materials into streambeds, lakes or <br /> 29 water courses. <br /> 30 <br /> 31 1.04 RELATIVE COMPACTION TEST <br /> 32 <br /> ' 33 Where relative compaction densities are specified in these specifications, the maximum <br /> 34 density shall be determined in accordance with the latest revision of either California Test <br /> 35 216 (California Department of Transportation), ANSI/ASTM 1557, or AASHO T180 and the <br /> 36 actual density of in-place materials shall be determined in accordance with the latest <br /> ' 37 revision of either California Test 216 or 231, ANSI/ASTM 1556, or ANSI/ASTM 2922. Method <br /> 38 selection shall be made by the Engineer. <br /> 39 <br /> ' 40 <br /> ai PART 2: MATERIALS <br /> 42 <br /> ' 43 2.01 STANDARDS <br /> as <br /> 45 A. All fill material will be subject to approval by the Engineer. <br /> 4s <br /> 47 B. Material shall be free from detrimental quantities of organic materials and free of all debris, <br /> 48 muck, and other unsuitable materials. Frozen materials will not be permitted as fill. <br /> 49 <br /> ' 50 <br /> SITE GRADING <br /> ' 063094 02210-1 <br /> 1 <br />