Basis of Design Book 2 - City of St. Petersburg

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Index Description Quantity Unit Cost Amount 21 - Fire Suppression 210000.00 - Fire Suppression 144 Fire Suppression 2,268.90 sf 2.50 5,672 145 210000.00 - Fire Suppression 2,920.00 LF 1.94 5,672 146 21 - Fire Suppression 2,920.00 LF 1.94 5,672 14
Index Description Quantity Unit Cost Amount 22 - Plumbing 220000.00 - Plumbing 147 Plumbing 1,074.90 sf 6.00 6,449 148 Plumbing 54.00 fxtr 2,500.00 135,000 149 220000.00 - Plumbing 2,920.00 LF 48.44 141,449 150 22 - Plumbing 2,920.00 LF 48.44 141,449 15
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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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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
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
Page 371: K ASCE 24-05: FLOOD RESISTANT DESIG
Page 374 and 375: . Specifications are provided for p
Page 376 and 377: See next page for description of Ca
Page 379: L CITY PIER BUILDING FOUNDATION EVA
Page 383 and 384: Memorandum March 1, 2010 Page 2 of
Page 385 and 386: Memorandum March 1, 2010 Page 4 of
Page 387: Memorandum March 1, 2010 Page 6 of
Page 391 and 392: ESTIMATE DETAIL The Lens Estimate T
Page 393 and 394: Index Description Quantity Unit Cos
Page 405: Index Description Quantity Unit Cos
Page 413: Index Description Quantity Unit Cos
Page 417: The New St. Petersburg Pier Life Cy
Page 421: The New St. Petersburg Pier Revenue
Page 425: The New St. Petersburg Pier Annual
Page 429: OST. PETERSBURG PIER REQUEST FOR QU
Page 432 and 433: Pier Competition | Page 1 STAGE 1 P
Page 434 and 435: Pier Competition | Page 3 Vision IV
Page 436 and 437: Pier Competition | Page 5 The Trans
Page 438 and 439: Pier Competition | Page 7 VI. Compe
Page 440 and 441: Pier Competition | Page 9 Relevant
Page 442 and 443: Pier Competition | Page 11 The foll
Page 444 and 445: Pier Competition | Page 13 Team Bac
Page 446 and 447: Pier Competition | Page 15 Exhibit
Page 448 and 449: Pier Competition | Page 17 Exhibit
Page 450 and 451: Pier Competition | Page 19 8. Debar
Page 452 and 453: Pier Competition | Page 21 Disputes
Page 454 and 455: Pier Competition | Page 23
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Pier Competition | Page 25 Exhibit
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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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