Basis of Design Book 2 - City of St. Petersburg

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Figure 2-4. Locations of NOAA Tide and Current Stations Figure 2-5. Measured Tides at St. Petersburg, FL NOAA 8726520 GNV/2012/122381A/8/8/2012 2-6
Various studies have been published showing circulation patterns in Tampa Bay. These studies are generally baywide examinations of tidal, wind, and density driven current magnitudes and patterns (Weisberg and Zhang, 2006; Meyers et al., 2007). In general, these studies, while not specifically focused on the area of St. Petersburg Pier, show currents similar to those identified from the NOAA data, i.e., on the order of 10 cm/s or less. Generally, the flow patterns follow the bay boundary, with flood currents oriented in a northeasterly direction and ebb currents oriented in a southeasterly direction. The local currents in the area of the Pier would be expected to be a function of these larger scale baywide patterns, as well as the local geometry of the interior basins to the north and south and local winds. GNV/2012/122381A/8/8/2012 2-7
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THE NEW ST. PETERSBURG PIER BASIS O
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CONTENT: BASIS OF DESIGN BOOK 1 1 2
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AST. PETERSBURG PIER SITE CONDITION
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2. Parking Lots Parking lots exhibi
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4. Entrance Plaza The Entrance Plaz
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Electrical: There is a series of ab
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B. Bulkhead The bulkhead or seawall
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C. Existing Pier The existing Pier
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5. Navigational Access The current
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Meeting with City Engineers 6/28 A
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Meeting Minutes (Rev 01) project Th
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CCONCEPTUAL FIRE SAFETY STRATEGY PR
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6.0 RB initially expressed concern
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idge, highway & rail engineering en
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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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Page 213 and 214: Underwater Feature Technical Worksh
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Page 217 and 218: Participant List Participant Peter
Page 219 and 220: Dr. Betzer mentioned the names of s
Page 221 and 222: Technical Interview 5 Summary of In
Page 223 and 224: scientific community and the design
Page 225: GHYDRODYNAMICS AND FLUSHING OF THE
Page 228 and 229: TABLE OF CONTENTS 1.0 INTRODUCTION
Page 230 and 231: LIST OF FIGURES 2-1 Location of St.
Page 232 and 233: 1.0 INTRODUCTION The City of St. Pe
Page 234 and 235: loop structure. For the flushing ev
Page 236 and 237: Figure 2-3b. Marina Construction De
Page 240 and 241: 3.0 MODELING APPROACH Based upon th
Page 242 and 243: 4.0 MODEL INPUTS 4.1 SIMULATION PER
Page 244 and 245: Figure 4-2. Tampa Bay Model Grid in
Page 246 and 247: Figure 4-4. Tampa Bay Model Grid in
Page 248 and 249: Figure 4-5. Model Tidal forcing Fig
Page 250 and 251: 5.0 MODEL CALIBRATION 5.1 TIDES Fig
Page 252 and 253: Available current data for the NOAA
Page 254 and 255: 6.0 EVALUATION OF FLUSHING IN MARIN
Page 256 and 257: Figure 6-1c. Plan View Showing Flus
Page 258 and 259: Figures 6-2a-e present time series
Page 260 and 261: Figure 6-2e. Time Series Plot of Pe
Page 263: 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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