04-11-1988 - Agenda Packet City Council - regular meeting

Home Browse Search

2105. ROADWAY EXCAVATION Specific Requirements 2105.0. SPECIFICATION REFERENCE: Section 2105 of the State of Minnesota De- partment of Transportation, 'Standard Specifications for Highway Construc- tion', 1983 Edition, and all amendments thereto, shall apply except as modi- fied or altered in the following Specific Requirements. 2105.3. CONSTRUCTION REQUIREMENTS: All excavation and embankment construction shall be to the line and grade as staked by the Engineer. The excavated materiel shall be used to grade the boulevards as directed by the Engineer. The boulevard areas shall be filled to a point three inches belov the final grade as shown on the typical Rection. The boulevard area shall be left level and free from rocks, clods and other debris. The contractor shall provide topsoil borrov for the project. The topsoil shall not be placed on the boulevard or ditch area until the fine grading approved by the Engineer. The contractor will be required to grade the die slopes as incidental to the topsoil borrow. Excess material from the roadway excavation shall be disposed of along Woodhill Drive as directed by the Engineer. The excavated material will be used to grade and flatten ditch slopes between Station 3+00 and Station 6+00. The contractor will be required to grade the disposal areas as directed by the Engineer as incidental to the excavation. 2105.5. BASIS OF PAYMENT: Common excavation shall be paid for on a cubi- yard basis as determined by cross section measure. Topsoil borrow shall be paid for on a cubic yard basis (compacted volume) compacted in place. OR1l931 Copyright 198E Donestroo, Posene. Anderlik 6 Associates, lnc.