The existing facility had to remain active while the
new facility was being built. To accomplish this, an
existing 36" diameter active storm line approximately
16' below grad over 400' in length had to be relocated
outside the new structure footprint, before the first
pile could be driven. |
The construction consists of concrete fill stell piles
supporting grade beams and a structural slab. The balance
of the structure was steel framing with exterior skin
of granite and masonry. |