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 grade 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 steel piles supporting grade beams and a structural slab. The balance of the structure was steel framed and concrete slabs on a metal deck, with exterior skin of granite and masonry. |