Basis of Design Book 2 - City of St. Petersburg

idge, highway & rail engineering
entertainment engineering
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civil & site engineering
structural design
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Minutes of Meeting
Project Name:
St. Petersburg Pier
Project No.: 111367
Meeting Date: June 27, 2012
Meeting Location: St. Petersburg Pier – 800 2 nd Ave. Northeast, St. Petersburg, FL 33701
Meeting No.: 2
Meeting Purpose:
To discuss the project and to ascertain general site conditions.
Start Time:
11:00 AM
Report Date: June 28, 2012
Signed:
Andrew Habel, P.E.
Attending: (copies to all)
Name Organization Tel No E-Mail
Neil Porto Buro Happold 212-334-2025 neil.porto@burohappold.com
Peter Peterson* Applied Technology & Management 321-403-2163 ppeterson@appliedtm.com
Michael Herrman* Moffatt & Nichol 813-258-8818 mherrman@moffattnichol.com
Raul Quintana* City of St. Petersburg
Richard Herrmann II* City of St. Petersburg 727-893-7852 rick.herrmann@st.pete.org
Fred Dargahi* City of St. Petersburg 727-893-7852 fred.dargahi@st.pete.org
Andrew Habel McLaren Engineering Group 845-353-6400 ahabel@mgmclaren.com
* Not copied
Copy Also:
Malcolm McLaren McLaren Engineering Group 845-353-6400 mmclaren@mgmclaren.com
Stephen Frech McLaren Engineering Group 845-353-6400 sfrech@mgmclaren.com
Todd Manson McLaren Engineering Group 845-353-6400 tmanson@mgmclaren.com
Item
Description
Items From Meeting No. 2
Action
2.1 The pier was built circa 1920. A concrete bulkhead exists at the shoreline at the northern
edge of the pier and under the pier at bent 21. The bulkhead is tied into the concrete piles
at bent 21, but does not support vertical load. The bulkhead was added some time after
the initial construction of the pier in an effort to protect the piles landward of bent 21 and
to prevent erosion. The inverted pyramid building at the end of the pier was added in
1973 and houses several restaurants, retail stores, and an aquarium.
2.2 Some doubt was present among the group as to whether the bent 21 piles would be able
to be cut off above the bulkhead and a new cap poured on top of the piles and wall. A
new sheetpile wall with a concrete cap was suggested to replace the bulkhead at bent 21.
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