(A) All proposed roads, streets and alleys within the township shall be constructed in accordance with PennDot Form 403 and these regulations.
(B) The Township Supervisors shall be the sole judge as to the pavement design appropriate for specific projects. Factors influencing these decisions shall be generally, but not limited to, the following: road grade; soil type; anticipated traffic (volume); and anticipated traffic (loading).
(C) The following are suggested pavement designs:
Industrial or commercial areas | 8 inches crushed limestone, shale base course | |
2 inches ID-2 binder | ||
1 inch ID-2 wearing course | ||
Major thoroughfare (residential) | 6 inches crushed limestone, shale base course | |
1.5 inches ID-2 binder | ||
1 inch ID-2 wearing course | ||
Minor street (residential) | 6 inches crushed limestone, shale base course | |
1.5 inches ID-2 binder | or 2.5 inches FB-1 | |
1 inch ID-2 wearing course | ||
Truck or bus loading or parking areas | 10 inches crushed limestone, shale base course | |
2 inches ID-2 binder | ||
1 inch ID-2 wearing course | ||
(Ord. 295, passed 3-14-1974)