The typical section of the road shall be prepared to meet the minimum standards set forth in PennDOT Publication 70 (Guidelines for Design of Local Roads and Streets), April 1983, as amended. Typical roadway construction consists of subgrade preparation (see Appendix F), subbase, base course, and a wearing course. When roadways are constructed at existing grade or in cuts, pavement base drains and subdrains may be required.
A. After subgrade preparation is completed, a minimum of six-inch crushed stone (aggregates), Type A, PennDOT Numbers 2A and OGS (see Appendix) shall be spread and rolled to not less than 100%, using standard Proctor and compaction test results, of the maximum dry-weight density, for roadway subbase.
B. If Bituminous Concrete Base Course (BCBC) is to be placed over the subbase, a 1 1/2 ID-2 wearing course will suffice. Should wearing course be deferred to a later date, application of tack coat will be required.
C. Crown in road shall be provided at a slope of 1/4 inch to one foot.
D. Curbing shall be provided on all minor, collector, and marginal access streets and as required by the Board on major traffic streets. Curbs shall be equivalent to Pennsylvania Department of Highway Type A plain cement concrete, precast concrete, or rolled section if approved by the Board. Where no such curb is provided, there shall be a minimum of six feet of stabilized shoulder provided and provisions shall be made to avoid erosion to the satisfaction of the Board.
E. A berm with a slope of 3/4 of one inch to one foot at a minimum of six feet shall be provided behind all curbs.
F. Fills shall be made at a maximum slope of two feet horizontal to one foot vertical. The slope of cuts shall not exceed 1 1/2 foot horizontal to one foot vertical rise. Nevertheless, flatter cut slopes may be dictated by visibility requirements at the intersection of drives. Flatter slopes may be required to insure slope stability.