Marlboro Street Storm Sewer

The installing storm sewer on Marlboro Street. a) Sawcut and remove up to 1,700 sq ft of asphalt b) Excavate and dispose of off site all spoils for a trench up to 340 feet c) Sawcut two (2) holes in existing 12” rcp large enough to accept 6” sdr26 pipe. Seal hole during pipe installation. d) Furnish and install a 6” x 4” wye at 12” rcp. e) Install up to 330’ of 6” sdr26 pipe and 330’ of 4” perf drain tile in trench. f) Sawcut and remove five (5) squares of sidewalk as determined by lateral lay out. g) Excavate and install five (5) 6” x 4” tees in main. h) Excavate and install up to 15’ of 4” sdr26 off each “t”, attempting to tunnel under existing curb and gutter. i) Backfill laterals with same soils in green areas. j) Backfill with ¾” clear rock in sidewalk area. k) Replace concrete sidewalk. l) Backfill entire trench with ¾” clear rock to bottom of existing asphalt. m) Patch Marlboro Street with same thickness asphalt to match existing asphalt and gutter.

Division 03 -	Concrete, Precast Concrete.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Utility Drainage Piping, Storm Utility Water Drains, Storm Drainage Structures.