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I <br /> 2) Remove jutting points. Scale slopes using mine scaling rods or other approved <br /> methods to remove loose or overhanging materials and provide a safe, trim, neat, <br /> and stable condition. <br /> 3) Dispose of the materials removed under this subparagraph in the same manner as <br /> other excavated material. <br /> e. Remove all exposed roots, debris, and all stones more than 3 inches in size which are <br /> loose or could become loosened. <br /> b. Construct slopes free of all exposed roots. <br /> c. Construct slopes free of unstable rock and loose stones exceeding 3 inches in diameter. <br /> d. Round tops of cut slopes in soil to not less than a 6 foot radius, provided such rounding <br /> does not extend off-site, outside of easements, outside of rights-of-way, or adversely <br /> impacts existing facilities, adjacent property, or completed Work. <br /> e. Trim all surfaces neatly and smoothly. <br /> 111 H. Compact disturbed load bearing soil in direct contact with foundations to original bearing <br /> capacity;perform compaction in accordance with Section 31 23 17, Trenching and Section 31 <br /> 23 23,Fill. <br /> 1. Notify Engineer of unexpected subsurface conditions. <br /> J. Overexcavation for Unsuitable Foundation Conditions: <br /> 1. Cross-sectional dimensions and depths of excavations shown in the Drawings shall be <br /> subject to such changes as may be found necessary by the Engineer to secure foundations <br /> free from soft,weathered, shattered and loose material or other objectionable materials. <br /> 2. Unsuitable materials encountered shall be removed and replaced with Coarse Aggregate <br /> Type Al, 2-1/2 inch— 0 gradation, as specified in Table 310516-A of Section 31 05 16, <br /> Aggregates for Earthwork. All material placed shall be compacted to 95 percent of <br /> ■ maximum dry density. <br /> 3. Unsuitable materials shall be removed and replaced only as directed in writing by Engineer. <br /> K. Rock Removal: <br /> 1. Remove boulders and rock up to 1/2 cubic yard measured by volume per the requirements <br /> 1 of this Section. <br /> 2. Remove rock as defined herein by systematic and continuous drilling, hammering, <br /> breaking, splitting or other methods approved by the Engineer. <br /> Legion Golf Course Stormwater Detention Project Excavation <br /> WO#UP3620 31 23 16- 7 <br />