Laserfiche WebLink
Measurement and Payment <br /> Payment for completion of this task will be per culvert removed. The number and <br /> location of the culverts to be removed will be established by PROJECT MANAGER <br /> prior to this Task being initiated. Payment for removal of the culverts will be made at <br /> the unit price established in Item 5 of the Bid Schedule. Such payment will be <br /> considered full compensation for all equipment and labor needed to accomplish <br /> removal of the designated culverts, including backfilling and compaction of the <br /> excavations. Payment shall be as this task is completed and approved by the <br /> PROJECT MANAGER. <br /> TASK 6 ROLLED DIP CONSTRUCTION <br /> Rolled dips will be constructed on the north west Sutey access road and on the main <br /> Sutey access road. The purpose of the rolled dips is to channel water from up slope <br /> areas off of the roads to the out slopes at frequent intervals. The locations of the rolled <br /> dips to be constructed shall be marked in the field by the PROJECT MANAGER using <br /> wood lathe or other suitable means prior to construction. It is anticipated that two (2) <br /> dips will be built on the north west Sutey access road, and that ten (10) dips will be built <br /> on the main Sutey access road. <br /> Rolled dips constructed on the north west Sutey access road will be built to the <br /> specifications contained in Figure 2, North West Sutey Rolled Dips. The dips will be <br /> constructed nearly perpendicular to the road length. Excavated dirt shall be placed on <br /> the down slope side of the dip. The slopes of the dips shall not be steeper than <br /> 2.5H:1 V. The depth of the ditch at the outlet as measured from the downslope side of <br /> the road adjacent to the dip shall be 1.75 feet. <br /> The main Sutey access road will continue to be used by vehicles to access private <br /> property further up Coal Creek. Rolled dips constructed on the main Sutey access <br /> road will be built to the specifications contained in Figure 3, Main Sutey Rolled Dips. <br /> The dips will be constructed on an angle thirty degrees (300 ) from perpendicular to the <br /> road length. Excavated dirt shall be placed on the down slope side of the dip. The <br /> slopes of the dips shall not be steeper than 5H:1 V. The depth of the ditch at the outlet <br /> as measured from the downslope side of the road adjacent to the dip shall be 1.75 feet. <br /> Measurement and Payment <br /> Payment for construction of the rolled dips shall be at the unit price bid in Item 6 of the <br /> Bid Schedule per rolled dip constructed. Such payment shall be considered full <br /> compensation for all labor, materials, equipment and all other items necessary and <br /> incidental to the construction of the rolled dips. Payment shall be as this task is <br /> completed and approved by the PROJECT MANAGER. <br /> 13 <br />