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Basis of Design Book 2 - City of St. Petersburg

Basis of Design Book 2 - City of St. Petersburg

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C. Existing Pier<br />

The existing Pier is scheduled for demolition, so a detailed survey <strong>of</strong> the Pier was not<br />

undertaken during the field visit. However, there were numerous observations and<br />

discussions with the <strong>City</strong> team that may have bearing on the design <strong>of</strong> the new Pier.<br />

These are addressed below.<br />

1. Underpinning <strong>of</strong> Western End <strong>of</strong> Pier<br />

According to the <strong>City</strong> personnel present, the placement <strong>of</strong> the current bulkhead was<br />

done in conjunction with the underpinning <strong>of</strong> the western 20 spans <strong>of</strong> the old Pier. This<br />

underpinning was accomplished by means <strong>of</strong> placement <strong>of</strong> sand and grout below the<br />

deck surface. In addition, grout has been pumped into this area through the years in<br />

conjunction with the bulkhead maintenance and repair program. The combination <strong>of</strong><br />

these factors - the original pier structure combined with subsequent grouting - would<br />

add to the cost <strong>of</strong> demolition <strong>of</strong> this western end <strong>of</strong> the structure. The prior placement <strong>of</strong><br />

the bulkhead as integral to Pier Bent 21 would also complicate removals in this area. It<br />

should be noted that the scope <strong>of</strong> the upcoming Pier demolition project (being<br />

conducted by a team separate from the team designing the new "Lens" Pier) will not<br />

address demolition in this area.<br />

2. Utilities<br />

In addition to the<br />

aforementioned<br />

utility services in<br />

evidence at the<br />

upland areas, Buro<br />

Happold observed<br />

the utilities on at<br />

the inverted<br />

pyramid building at<br />

the east end <strong>of</strong> the<br />

Pier, and spoke<br />

with the persons in<br />

charge <strong>of</strong><br />

maintaining the<br />

Pier. Utility<br />

services arriving at<br />

the building include<br />

an 8" water<br />

service, two 4"<br />

electrical conduits,<br />

communication<br />

lines, and a force<br />

main for sanitary Photo 14: Sewer ejector pits on south side <strong>of</strong> Pier<br />

waste. The<br />

maintenance person pointed out the location <strong>of</strong> the sewer ejector pits on the south side<br />

<strong>of</strong> the building, near the boar slips. See Photo 14. The maintenance personnel stated<br />

that there were no major problems with existing utility services. It was also noted that<br />

storm drainage on the Pier goes directly into the bay.

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