Basis of Design Book 2 - City of St. Petersburg

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Electrical: There is a series of above ground electrical boxes further west of the Pier header. This serves power needs for the Pier and the lighting system for the Entrance Plaza. See Photo 7. Photo 7: Electrical boxes and meter west of bulkhead The lighting system for the parking lot consists of tall davit-type poles with armless luminaires. See Photo 8. There are somewhat distinctive fixtures at the Entry Plaza. See Photo 9. Photo 8: Typical Davit-type pole with topmounted luminaire at parking lot Photo 9: Typical distinctive light fixture at Entrance Plaza
Gas: There is a gas service valve assembly in the vicinity of the electrical panel box. It is unknown at this time whether gas service will continue to the new "Lens" pier. See Photo 10. Photo 10: Gas valve assembly west of bulkhead Storm Sewer: The aforementioned observations on the parking lot drainage system were the only ones made. Further drainage investigation is necessary following receipt of existing storm water plans and the topographic survey. Sanitary Sewer: No evidence of a sanitary service was observed in the upland area. However, such a system does exist on the existing Pier (see below), and the connection to the City sewer system is by means of a force main running under the access road corridor.
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 16 and 17: B. Bulkhead The bulkhead or seawall
Page 18 and 19: C. Existing Pier The existing Pier
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
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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
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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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