The Work consists of approximately 2,600 LF of creek bank stabilization including over 3,700 CY of channel excavation; demolition of 2 - 6 FT x 6 FT culverts and construction of a 46 FT prestressed concrete slab beam span bridge at Fairfield Drive (when school is not session); about 2,600 LF of bank stabilization systems including limestone block walls and mechanically stabilized earth (MSE) soil lifts; limestone boulder grade control structures; 420 CY of dry rock riprap; cofferdam and site dewatering; over 1,900 LF of storm drain and curb inlet improvements; over 1,450 LF of waterline; 900 LF of wastewater line; over 7,000 SY hot mix asphaltic concrete pavement repair; installation of permanent erosion control measures; native landscape plan; and temporary irrigation system.
