3709 East Indian Trail PSC Installation

This contract provides for the installation of a property service connection for 3709 E Indian Trail. The scope of work includes approximately 91 LF of 8” SDR-35 at 2% slope between MH 54546 and MH1 on Sheet C1.0 of the Newburg Area ES Plans (See attached). MH1 is has been installed and is approximately 8.75’ deep and has been cored and plugged. An internal drop will be allowed in MH 54546. A pump around may be required. The flow monitoring equipment in the manhole will be removed by MSD prior to the start of this work. Excavation is considered unclassified, but rock is shown on the attached as-built drawing. Backfill for the pipe in the road and under the sidewalk shall include #57 stone compacted in 1’ lifts. Sewer Marking Tape shall be placed 2’ above the pipe. Trench cut 4’x30’ with Standard Pavement Repair (8” concrete, 2” surface, 1’ cutbacks); Mill and Pave 38’x36’; Replace striping. Remove and replace concrete curb and 5’ wide concrete sidewalk disturbed due to construction. Concrete encase 20 LF of 8” sewer pipe across drainage ditch. Remove and reset existing guardrail as needed. Restore existing drainage ditch with seed and straw/coconut fiber blanket per MSD Standard Specification 9.2.9.3

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.