2020 FEMA Sculptured Rocks Road Project

1. All work to be done in accordance with NH Department of Transportation (NHDOT) specifications or as directed by Select Board or designee. 2. Select Board or designee may determine disposal sites for excavated material within the Town of Groton. 3. Keyway milled into the adjacent existing surfaces, transverse; to enable smooth transition until next area can be done. 4. Street Sweep for 3500 lf to 20 feet wide, 2500 lf to 18 feet wide 5. Pave wearing course 1 inch compacted-3/8 NH DOT with tack coat for 3500 lf to 20 feet wide. 2500 lf to 18 feet wide, with 2-foot shoulders where applicable. Two percent finished slope from crown to edges. 6. Appropriate width shoulders adjacent to finished pavement edge using gravel. Shoulders should be compacted. 7. All existing paved driveways to be tied in properly. All non-paved driveways to have gravel added to aprons as needed.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.