Basis of Design Book 2 - City of St. Petersburg

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C. Existing Pier The existing Pier is scheduled for demolition, so a detailed survey of the Pier was not undertaken during the field visit. However, there were numerous observations and discussions with the City team that may have bearing on the design of the new Pier. These are addressed below. 1. Underpinning of Western End of Pier According to the City personnel present, the placement of the current bulkhead was done in conjunction with the underpinning of the western 20 spans of the old Pier. This underpinning was accomplished by means of placement of sand and grout below the deck surface. In addition, grout has been pumped into this area through the years in conjunction with the bulkhead maintenance and repair program. The combination of these factors - the original pier structure combined with subsequent grouting - would add to the cost of demolition of this western end of the structure. The prior placement of the bulkhead as integral to Pier Bent 21 would also complicate removals in this area. It should be noted that the scope of the upcoming Pier demolition project (being conducted by a team separate from the team designing the new "Lens" Pier) will not address demolition in this area. 2. Utilities In addition to the aforementioned utility services in evidence at the upland areas, Buro Happold observed the utilities on at the inverted pyramid building at the east end of the Pier, and spoke with the persons in charge of maintaining the Pier. Utility services arriving at the building include an 8" water service, two 4" electrical conduits, communication lines, and a force main for sanitary Photo 14: Sewer ejector pits on south side of Pier waste. The maintenance person pointed out the location of the sewer ejector pits on the south side of the building, near the boar slips. See Photo 14. The maintenance personnel stated that there were no major problems with existing utility services. It was also noted that storm drainage on the Pier goes directly into the bay.
3. Access As previously noted, a municipal bus service has a stop at the Entrance Plaza. See Photo 15. The bus service connects out to the east end of the Pier, with a turnaround and drop off at the inverted pyramid building. Private cars can also access this area, for drop-off or to avail themselves of valet parking. City personnel expressed concern about such access under the new Pier designs. Photo 15: Bus Stop at Entrance Plaza Photo 16: Parking and access on existing Pier, view from Inverted Pyramid Building 4. Parking There is existing metered parking on either side of the Pier along the road leading to the inverted pyramid building. See Photo 16. During the late morning/early afternoon of the site visit (which was on a Wednesday), the majority of the spaces were taken. At the east end of the Pier a number of the spaces are for valet parking. Buro Happold requested an inventory from the City of the existing parking uses at the Pier.
Page 1: THE NEW ST. PETERSBURG PIER BASIS O
Page 5 and 6: CONTENT: BASIS OF DESIGN BOOK 1 1 2
Page 7: AST. PETERSBURG PIER SITE CONDITION
Page 10 and 11: 2. Parking Lots Parking lots exhibi
Page 12 and 13: 4. Entrance Plaza The Entrance Plaz
Page 14 and 15: Electrical: There is a series of ab
Page 16 and 17: B. Bulkhead The bulkhead or seawall
Page 20 and 21: 5. Navigational Access The current
Page 22 and 23: Meeting with City Engineers 6/28 A
Page 55 and 56: Meeting Minutes (Rev 01) project Th
Page 57: CCONCEPTUAL FIRE SAFETY STRATEGY PR
Page 60 and 61: 6.0 RB initially expressed concern
Page 63 and 64: idge, highway & rail engineering en
Page 65: St. Petersburg Pier Page 3 MEG File
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1509 W. Swann Avenue, Suite 225 Tam
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ERP Permit Application: New St. Pet
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PART 3: A. Owner(s) of Land B. Appl
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PART 8: A. If there have been any p
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ENVIRONMENTAL RESOURCE PERMIT APPLI
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5. Summarize impacts to wetlands an
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E. Drainage Information 1. Provide
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TABLE ONE: PROJECT WETLAND AND OTHE
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TABLE THREE: PROJECT OFF-SITE MITIG
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TABLE FIVE: SUMMARY OF SHORELINE ST
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Soil Map-Pinellas County, Florida (
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25 18 ALBERT WHITTED AIRPORT 36
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ALBERT WHITTED AIRPORT 36
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TECHNICAL M E M O R A N D U M TO: F
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St. Petersburg Pier - Environmental
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St. Petersburg Pier - Environmental
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G:\x\PROJECTS\002037_StPetePierEval
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ALBERT WHITTED AIRPORT TECHNICAL ME
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Underwater Feature Technical Worksh
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6. Limestone definitely preferred f
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Participant List Participant Peter
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Dr. Betzer mentioned the names of s
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Technical Interview 5 Summary of In
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scientific community and the design
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GHYDRODYNAMICS AND FLUSHING OF THE
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TABLE OF CONTENTS 1.0 INTRODUCTION
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LIST OF FIGURES 2-1 Location of St.
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1.0 INTRODUCTION The City of St. Pe
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loop structure. For the flushing ev
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Figure 2-3b. Marina Construction De
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Figure 2-4. Locations of NOAA Tide
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3.0 MODELING APPROACH Based upon th
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4.0 MODEL INPUTS 4.1 SIMULATION PER
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Figure 4-2. Tampa Bay Model Grid in
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Figure 4-4. Tampa Bay Model Grid in
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Figure 4-5. Model Tidal forcing Fig
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5.0 MODEL CALIBRATION 5.1 TIDES Fig
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Available current data for the NOAA
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6.0 EVALUATION OF FLUSHING IN MARIN
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Figure 6-1c. Plan View Showing Flus
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Figures 6-2a-e present time series
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Figure 6-2e. Time Series Plot of Pe
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HPIER ADVISORY TASK FORCE REPORT
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Vision/Guiding Principles and Conte
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Table of Contents (continued) SECTI
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VISION The downtown waterfront is a
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Guiding Principles (continued): Wa
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Section II City Charter
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Waterfront Park Element Downtown Ch
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Evolution of the Current Waterfront
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Planning Goals Five major planning
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9. Comfort: a. Shade - Planting of
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1988 Plan Implementation in the Wat
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Art & Monuments Ordinance No. 2001-
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Section V Downtown Waterfront Enter
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Albert Whitted Airport ● ● ●
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Al Lang Field (continued) ● ● O
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Section VI Waterfront Transportatio
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Traffic Access and Circulation ●
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Bicycle Pedestrian Pathway ● ●
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Daily Parking Demand ● ● ●
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Downtown Waterfront Events ● ●
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DOWNTOWN WATERFRONT MASTER PLAN IMP
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Chuck Jablon Project Executive, Acc
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OT Delancy Executive Support - SBE/
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Mark McLaughlin, LEED® AP Senior P
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Meoi Plummer Project Manager - Crow
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Tommy Ward Superintendent/Quality C
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Jake Krehbiel, LEED® AP Assistant
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Walter Benoit Project Controls Pers
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Mark Apaliski Preconstruction Perso
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Robert Ward Local SBE/WMBE Personal
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K ASCE 24-05: FLOOD RESISTANT DESIG
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. Specifications are provided for p
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See next page for description of Ca
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L CITY PIER BUILDING FOUNDATION EVA
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Memorandum March 1, 2010 Page 2 of
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ESTIMATE DETAIL The Lens Estimate T
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Index Description Quantity Unit Cos
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The New St. Petersburg Pier Life Cy
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The New St. Petersburg Pier Revenue
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The New St. Petersburg Pier Annual
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OST. PETERSBURG PIER REQUEST FOR QU
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Pier Competition | Page 1 STAGE 1 P
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Pier Competition | Page 3 Vision IV
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Pier Competition | Page 5 The Trans
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Pier Competition | Page 7 VI. Compe
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Pier Competition | Page 9 Relevant
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Pier Competition | Page 11 The foll
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Pier Competition | Page 13 Team Bac
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Pier Competition | Page 15 Exhibit
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Pier Competition | Page 19 8. Debar
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Pier Competition | Page 21 Disputes
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Pier Competition | Page 23
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MICHAEL MALTZAN ARCHITECTURE, INC.
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Basis of Design Book 2 - City of St. Petersburg

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