2000-04-04_GENERAL DOCUMENTS - C1981037 (5)

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PROJECT WORK DESCRIPTION The following tasks will be preformed on this project. 1. Mobilization and Demobilization 2. Culvert installation and road relocation. 3. Guardrail installation 4. Erosion repair 5. Revegetation 6. Equipment Rental 1. Mobilization and Demobilization per SWS (1.0). 2. Culvert installation and road relocation. Drawings Drawing 1, dated February 4, 2000 (plan view), Drawing 2, dated February 4, 2000 (road profile), Drawing 3, dated February 4, 2000 (road cross sections), and Drawing 4, dated February 4, 2000 (culvert design). General Description The road project is 900 feet in length. A major feature of this road project includes the construction of a fill and culvert crossing of the drainage. The culvert is 8 feet in diameter, and 75 feet long, The ends of the culvert are mitered 2 horizontal to 1 vertical to parallel the fill slope. The depth of fill across the drainage, at the streambed, is approximately 14 feet. The uphill sideslopes of this major fill, and the area surrounding the discharge and the discharge apron, are protected by grouted riprap, as is an inlet basin to the culvert. ACCESS During construction, access must be provided to areas located uphill from the project. This applies to all authorized individuals, landowners, and state personnel. Earthwork Clearing, Grubbing and Stripping: There: is no clearing or grubbing required on this project. There is no requirement to recover, segregate or recover topsoil. Cuts and Fills: Fill slopes are 2 horizontal to 1 vertical and cut slopes are 1.5 horizontal to 1 vertical. Cut material is to be used as fill material to the extent practical. Cuts and fills quantities are not balanced. Borrow Areas, Common Material: Additional material to be used as fill, primarily in the vicinity of the culvert crossing, is to be recovered from the wearing surface of the existing roadway. The wearing surface is defined as the roadway to a depth of two feet. The trace of the existing 6