[Adopted at time of adoption of Code (see Ch. 1, General Provisions, Art. I)]
A. 
All new roads shall be constructed such that the width of the right-of-way will be 50 feet. The riding surface shall be 12 feet wide, and the shoulders shall be about four feet wide.
B. 
All dead-end roads shall have a turnaround area of a sixty-foot radius to provide adequate area for snowplows and other equipment to turn around.
A. 
All topsoil shall be removed from the full width of road, including ditches. This subbase shall be graded, shaped and rolled with a roller.
B. 
Eight inches of bank-run gravel or shale shall be applied over full width of road, including shoulders, and rolled and compacted with a roller.
C. 
Four inches of Item 4 (New York State Department of Transportation specifications) screened gravel shall be applied over full width of road and rolled and compacted.
A. 
Ditches must be cut to a proper distance below the surface of the road to allow adequate drainage. On hills, and where a high velocity of water is expected, ditches shall be lined with stone a minimum of six inches in diameter.
B. 
Culvert pipes of not less than 15 inches in diameter, constructed of concrete or equivalent, and meeting New York State Department of Transportation specifications, shall be used where needed under roadway. Placement and size of all culvert pipe must meet approval of the Highway Superintendent.
C. 
In special cases, if the applicant wishes to construct a bridge, the specifications are subject to approval of the Town Highway Superintendent.
D. 
The road must be constructed with the proper crown, slope and elevation to allow easy runoff of water.
A maximum percent of grade of 10% is allowed.
The Highway Superintendent shall approve the location of all driveway entrances, and the location and size of culvert pipe to be used. Galvanized pipe may be used at driveway entrances and shall be installed at the owner's expense.
Signs shall be provided by the developer where needed, as specified by the Highway Superintendent.
The approval of the Highway Superintendent or a report from a qualified professional is needed prior to any work being done. An engineer may be hired by the town to approve any part or all of the developer's proposal or work at the expense of the developer.
A performance bond, in the form of a certified check or irrevocable letter of credit, in an amount determined by the Planning Board, shall be posted by the developer, for a length of time determined by the Planning Board.
All of the preceding specifications are minimum standards, and stricter ones may be imposed or required by the town.