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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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ERP Permit Application: New St. Pet
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ERP Permit Application: New St. Pet
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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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ERP Permit Application: New St. Pet
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ERP Permit Application: New St. Pet
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Soil Map-Pinellas County, Florida (
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ERP Permit Application: New St. Pet
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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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ALBERT WHITTED AIRPORT TECHNICAL ME
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ALBERT WHITTED AIRPORT TECHNICAL ME
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ALBERT WHITTED AIRPORT TECHNICAL ME
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ERP Permit Application: New St. Pet
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ERP Permit Application: New St. Pet
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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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- Page 329 and 330: 1988 Plan Implementation in the Wat
- Page 331 and 332: Art & Monuments Ordinance No. 2001-
- Page 333 and 334: Section V Downtown Waterfront Enter
- Page 335 and 336: Albert Whitted Airport ● ● ●
- Page 337 and 338: Al Lang Field (continued) ● ● O
- Page 339 and 340: Section VI Waterfront Transportatio
- Page 341 and 342: Traffic Access and Circulation ●
- Page 343 and 344: Bicycle Pedestrian Pathway ● ●
- Page 345 and 346: Daily Parking Demand ● ● ●
- Page 347 and 348: Downtown Waterfront Events ● ●
- Page 349: DOWNTOWN WATERFRONT MASTER PLAN IMP
- Page 353 and 354: Chuck Jablon Project Executive, Acc
- Page 355 and 356: OT Delancy Executive Support - SBE/
- Page 357 and 358: Mark McLaughlin, LEED® AP Senior P
- Page 359 and 360: Meoi Plummer Project Manager - Crow
- Page 361 and 362: Tommy Ward Superintendent/Quality C
- Page 363 and 364: Jake Krehbiel, LEED® AP Assistant
- Page 365 and 366: Walter Benoit Project Controls Pers
- Page 367 and 368: Mark Apaliski Preconstruction Perso
- Page 369 and 370: Robert Ward Local SBE/WMBE Personal
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- Page 374 and 375: . Specifications are provided for p
- Page 376 and 377: See next page for description of Ca
- Page 382 and 383: 1509 West Swann Avenue, Suite 225 T
- Page 384 and 385: Memorandum March 1, 2010 Page 3 of
- Page 386 and 387: Memorandum March 1, 2010 Page 5 of
- Page 389: MCOST MODEL (SKANSKA)
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- Page 415: NLIFE CYCLE COST ANALYSIS REPORT
- Page 419: The New St Petersburg Pier Clarific
- Page 423: The New St. Petersburg Pier Annual
- Page 427: The New St. Petersburg Pier Replace
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INTERNATIONAL DESIGN COMPETITION ST
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Pier Competition | Page 2 Stage 2
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Pier Competition | Page 4 Design Pa
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Pier Competition | Page 6 The Honor
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Pier Competition | Page 8 VII. Stag
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Pier Competition | Page 10 3. Forma
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Pier Competition | Page 12 6. Publi
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Pier Competition | Page 14 Exhibit
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Pier Competition | Page 16 Pier Tas
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Pier Competition | Page 18 Exhibit
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Pier Competition | Page 20 Irrespec
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Pier Competition | Page 22 Exhibit
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Pier Competition | Page 24
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THE NEW ST. PETERSBURG PIER CLIENT