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ATTACHMENT B D Q�^• <br />SPECIFICATIONS <br />-- iZ 19 177 <br />.3 7eq J <br />All work and materialo shall conform to APWA Standerd Specifications <br />for Municipal Public Works Construction, exce,)t as hereafter amended <br />and/or supplemented: <br />Grading: <br />I. Compacting Earth Embankments shall conform to APWA <br />Section 13-3.10£3 (Method B). <br />2. Earth Embankment Slopes shall not exceed 1.5:1. <br />3. Cut slopes shall not exceed 1.5:1 unless approved by <br />Engineer. <br />Debris Disposal: <br />1. Debris shall be compacted by the haul equipment. <br />2. A minimum of 3 feet of cover shall be placed over the <br />top of the debris. <br />Erosion Control: <br />1. A straw bale sedimentation pond shall be maintained at <br />the downstream end of the project to prevent off -site <br />siltation. <br />%d�111['�� <br />19-7 <br />CITY QF EV RETT <br />Enj;mearr,g <br />ic <br />