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2105. ROADYAY EXCAVATION <br />Specific Requirements <br />2105.0. SPECIFICATION REFERENCE: Section 2105 of the State of Minnesota De- <br />partment of Transportation. 'Standard Specifications for Highway Construc- <br />tion', 1983 Edition, and all amendments thereto. shall apply except as modi- <br />fied or altered in the following Specific Requirements. <br />2105.3. CONSTRUCTION REQUIREMENTS: All excavation and embankment <br />construction shall be to the line and grade as staked by the Engineer. <br />The excavated material shall be used to grade the boulevards as directed by <br />the Engineer. The boulevard areas shall be filled to a point three inches <br />below the final grade as shown on the typical section. The boulevard area <br />shall be left level and free from rocks, clods and other debris. <br />The contractor shall provide topsoil borrow for the project. The topsoil <br />shall not be placed on the boulevard or ditch area until the fine grading is <br />approved by the Engineer. The contractor will be required to grade the ditch <br />slopes as incidental to the topsoil borrow. <br />Excess material from the roadway excavation shall be disposed of along <br />Woodhill Drive as directed by the Engineer. The excavated material will be <br />used to grade and flatten ditch slopes between Station 3+00 and Station 6+00. <br />The contractor will be required to grade the disposal areas as directed by the <br />Engineer as incidental to the excavation. <br />2105.5. BASIS OF PAYMENT: Common excavation shall be paid for on a cubic <br />yard basis as determined by cross section measure. Topsoil borrow shall be <br />paid for on a cubic yard basis (compacted volume) compacted in place. <br />OR13934 <br />Copyright 1988 <br />Bonestroo, Rosene, Andorlik <br />6 Associates, Inc. <br />