2017-00492 - ROW permit - Laserfiche WebLink

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16.2 All water services shall be one (1.0) inch or (1.5) inch Copper, as noted on the Construction Plans and shall be located in the field by the ENGINEER. The water services shall be extended to ten (10) feet past the property line as shown on the STANDARD DETAILS. 16.3 All watermain fittings, valves, and hydrants shall be furnished with mechanical joints and megalug connectors meeting the latest A.W.W.A. Specifications. 16.4 The CONTRACTOR shall be required to perform a hydrostatic pressure test and connectivity test in accordance with the Standard Watermain Specification's on all watermain constructed on this project. 16.5 Curb stop boxes shall have a one and a quarter inch upper section. 16.6 All hydrants are to be installed with eight foot bury length from the finished ground line at the hydrant to the bottom of the branch pipe connection. 16.7 Stainless Steel Bolts only. No other type bolts will be allowed. 16.8 Resilient seat wedge valves shall be used on all sizes of watermain. 17. STORM SEWER 17.1 All storm sewer shall be constructed in accordance with the City of Orono Standard Details. 17.2 All Storm Sewer shall be reinforced concrete pipe (RCP) Class 5 or better unless another class is noted on the PLANS. Joints shall be type R-4. 17.3 Temporary drainage culverts shall be Corrugated Metal Pipe or HDPE Pipe meeting MnDOT Specifications. The Utility Contractor shall be responsible for the Removal of any Temporary Drainage Pipes, Ways, or Swales, when Utilities are installed in that area of the Site, no direct compensation will be made for this WORK. 17.4 Storm Sewer materials and construction shall be in conformance with the latest MnDOT Standard Specifications for Construction. 17.5 The CONTRACTOR shall install wimcos, circle "h" inlet protection, Haybales, or other approved BMP devices at all storm sewer inlets to prevent eroding soils from entering the storm sewer system. Haybales shall be maintained until the turf has been established. 18 UTILITY TRENCH COMPACTION 18.1 Fill placed below three feet of subgrade elevation should be compacted to a minimum of 95 percent of standard Proctor density (ASTM D 698). This fill should not be more than 3 percentage points over the soil's optimum moisture content as determined by the standard Proctor. Fill placed within the upper three feet of subgrade and the aggregate base and within the entire utility trench adjacent to building pad areas should be compacted to a minimum of 100 percent of the standard Proctor density. This fill should not be more than 1 percentage point over the soil's optimum moisture content as determined by standard Proctor. 18.2 If the existing moisture content of the backfill material below three feet of subgrade is greater than 3 percentage points above the optimum moisture content, the soil shall be compacted to a minimum density of 3 pounds per cubic feet less than the standard Proctor curve at that moisture content. At no time shall the density be less than 90 percent of the standard Proctor density. This modification of the compaction specification shall at no time be used or applied to the upper 3 feet of the subgrade or the aggregate base. SP-7