Windsor Crossing, Village Center Phase II

The proposed construction consists of construction of approximately 1,000 lineal feet of 8-inch DI water main, including fire hydrants and commercial water service line installation; approximately 650 lineal feet of 8-inch PVC sanitary sewer, including manholes and commercial lateral installation; approximately 1,300 feet of RCP storm sewer (ranging in size from 12 to 24-inch) including manholes and catch basin installation; road construction including approximately 850 tons of HMA pavement and 3,400 tons of dense graded base course, approximately 1,900 lineal feet ofPCC curb & gutter, approximately 13,000 square feet of sidewalk; plus street signs, light poles, landscaping, and other miscellaneous items of work

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Precast Concrete.
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, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks, Sanitary Sewerage Utilities, Sanitary Utility Sewerage Piping, Sanitary Utility Sewerage Force Mains, Sanitary Utility Sewerage Structures, Storm Drainage Utilities, Storm Drainage Structures.