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02-11-1985 Council Packet
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02-11-1985 Council Packet
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2105. EXCAVATION AND F,MBANK14ENT <br />Specifir Requi.rements <br />21.05.0. SPECIFICATION REFERENCE: unless otherwise modified or altered herein <br />all sections of the General Requirements shall apply. <br />710°i.l. DESCRIPTION: This work shall consist of excavating and grading of <br />All streets, within the project area, together with drive- way regrading and <br />shaping as required to properly meet design street grades and widths. <br />2105.2. MATERIALS: All excavated materials on this project shall he classi- <br />fied as common excavation. <br />2105.2.2. Common Excavation: Common excavation shall be classified as all <br />.excavations within the street to top of grading grade. Also included in com- <br />mon excavation is driveway regrading and shaping and the removal of any top- <br />soil on black dirt. <br />?105.3. CONSTRUCTICN RE UIREMENTS: The contractor shall excavate, slope, <br />grade and :-nmpect the subgrade to the required density, stability, cross -sec- <br />tions and elevations as shown on the plans. <br />All temporary drainage channels, ditches and/or culverts shall be maintained, <br />improved or kept operational by the contractor with no direct payment made <br />therefor. <br />The boulevard area and backslopes shall he regraded and sloped to meet and <br />blend into new design street grades. Driveways shall be regraded and shaped <br />as directed by the Engineer to match design street grades. <br />Excess material shall he deposited off the project site. <br />7105.3.6. Comncting Embankments: Roadwav embankment shall. be compacted by <br />the method known as "Specified Density Method" as outlined in Paragraph Fl of <br />Mn/DOT Section 2105.3. Any drying, disking, harrowing, blading and compacting <br />required to reduce moisture content and to provide the specified density and <br />stability shall be considered incidental to the work. <br />1105.4. M_FT_HOn OF MFASI!RFMEN_T: Common excavation will be measured by in <br />place cross section prig to construction. The excavation required will be <br />nine inches in depth over the width of the roadway. <br />:IOS.S. HARTS OF PA_WT-Fmi: PPmoval of black dirt and topsoil shall be paid <br />for as common +wxcavation.� Disposal of excess material shall be considered <br />incidental to the work. <br />o-5A41c <br />Copyright 1455 <br />Ronestroo, Rosene, Anderlik <br />4 Associates, Inc. <br />
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