Basis of Design Book 2 - City of St. Petersburg

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HYDRODYNAMICS AND FLUSHING OF THE PROPOSED DOCKING FACILITIES AT ST. PETERSBURG PIER ST. PETERSBURG, FLORIDA CITY OF ST PETERSBURG ENGINEERING & CAPITAL IMPROVEMENTS DEPARTMENT ONE FOURTH STREET NORTH ST. PETERSBURG, FLORIDA 33701 AUGUST 2012 APPLIED TECHNOLOGY AND MANAGEMENT, INC. 5550 NW 111 BLVD. GAINESVILLE, FLORIDA 32653 386-418-6400
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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 175: ERP Permit Application: New St. Pet
Page 213 and 214: Underwater Feature Technical Worksh
Page 215 and 216: 6. Limestone definitely preferred f
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 229 and 230: LIST OF TABLES 6-1 Flushing Simulat
Page 231 and 232: LIST OF FIGURES 6-2b Time Series Pl
Page 233 and 234: 2.0 PROJECT DESCRIPTION AND HYDRODY
Page 235 and 236: Figure 2-3a. Marina Basin Plan View
Page 237 and 238: The proposed marina consists of a f
Page 239 and 240: Various studies have been published
Page 241 and 242: implicit, and simultaneously comput
Page 243 and 244: 4.2 MODEL GRID(S) AND BATHYMETRY Fi
Page 245 and 246: Figures 4-3 and 4-4 present the bat
Page 247 and 248: 4.3 BOUNDARY CONDITIONS Boundary co
Page 249 and 250: Figure 4-7. Model Wind Forcing GNV/
Page 251 and 252: Figure 5-2. Simulated versus Measur
Page 253 and 254: The results show current magnitudes
Page 255 and 256: Figure 6-1a. Plan View Showing Init
Page 257 and 258: Figure 6-1e. Plan View Showing Flus
Page 259 and 260: Figure 6-2c. Time Series Plot of Pe
Page 261: 7.0 REFERENCES Meyers, S.D., E. M.
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IVISION/GUIDING PRINCIPLES AND CONT
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Table of Contents SECTION I SECTION
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Section I Vision
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DOWNTOWN WATERFRONT GOAL AND GUIDIN
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Guiding Principles (continued): Wa
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CITY CHARTER Per the City Charter,
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Section III 1988 Waterfront Park Ma
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Study Purpose January 23, 1986
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Plan Recommendations (14) 1. Major
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Section IV Implementation of 1988 W
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Plan Implementation in the Waterfro
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Article IV Section 5-81. Purpose an
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DOWNTOWN WATERFRONT ENTERPRISE FACI
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Progress Energy Center for the Arts
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Municipal Pier ● ● In April 200
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WATERFRONT TRANSPORTATION PLAN ELEM
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Waterfront Pedestrian Connections (
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Downtown Trail System ● ● ●
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Waterfront Scenic Drive ● ● The
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Section VII Downtown Waterfront Mas
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J SKANSKA - KEY PERSONNEL
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Roger Stephan, LEED® AP Executive
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William Flemming CEO - Executive Su
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John Clark Senior Project Manager -
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Richard Lee Superintendent/Quality
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Patrick McGlynn Superintendent/Qual
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Christina Huber, LEED® AP BIM Mana
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Brian Coakley Preconstruction Suppo
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Steve Arsht Preconstruction Support
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David Espy Environmental, Health an
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HIGHLIGHTS OF ASCE 24-05 Flood Resi
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• Tanks that are below the design
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I TABLE 1-1. Classification of Stru
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1509 West Swann Avenue, Suite 225 T
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Memorandum March 1, 2010 Page 3 of
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Memorandum March 1, 2010 Page 5 of
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MCOST MODEL (SKANSKA)
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Index Description Quantity Unit Cos
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NLIFE CYCLE COST ANALYSIS REPORT
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The New St Petersburg Pier Clarific
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The New St. Petersburg Pier Annual
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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 20 Irrespec
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Pier Competition | Page 24
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THE NEW ST. PETERSBURG PIER CLIENT
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Basis of Design Book 2 - City of St. Petersburg

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