Pine Regional Business & Technology Park
grade across the Park property is between 2% and 5%, except in
isolated areas. This will keep rough grading of the property to
a minimum. Rough grading in isolated areas will give the Park
a gentle rolling topography that will drain well and allow for
future development with minimal final grading costs. The existing
deep drainage swale at the Town Center and parcels 6 and 7 will
be backfilled to allow for future building construction in that
area. The resulting swale will allow for proper drainage of the
areas until a storm drain system is constructed during future
development. Potential borrow areas are located on parcels 2,
14 and 16. The north/south boulevard (State Route 723) on the
south side of the site should be lowered when road improvements
are made so the road and surrounding parcels will blend well together.
The ponds in the recreation areas will be graded to accommodate
erosion and sediment control and stormwater management facilities.
boulevards and service roads are located will require some means
of site preparation such as deep dynamic compaction or undercut/backfill
or a combination thereof. During future development, roads, parking
areas and building locations will also require site preparation.
The geotechnical overview herein provides a more in-depth explanation
of site preparation requirements.