Basis of Design Book 2 - City of St. Petersburg

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ERP Permit Application: New St. Petersburg Pier City Project No. 11024-316 M&N Project No. 6953-11 Appendix 7: Albert Whitted Airport Shoreline Protection (American Infrastructure Development, Inc)
ALBERT WHITTED AIRPORT TECHNICAL MEMORANDUM SHORELINE PROTECTION 1.0 BACKGROUND Albert Whitted Airport (SPG) is surrounded on three sides by water. The east side, which is the focus of this Technical Memorandum, directly faces Tampa Bay and can be affected by wave run-up, erosion and in certain weather conditions storm surge. The City of St. Petersburg intends to protect the shoreline of SPG in order to reduce further erosion of the airport land. The purpose of this Technical Memorandum is to investigate the feasibility of transporting approximately 15,000 cubic yards (cy) of Pier concrete waste material by a barge and/or by truck to SPG. The material would then be re-used for shoreline protection purposes along the eastern most limits of the airport property. The goal would be to provide added sea-wall protection for Runway 18-36 at SPG in the areas depicted in the Exhibits 1 and 2 below. Exhibit 1: Eastern property limit looking north Exhibit 2: Eastern property limit looking south Albert Whitted Airport – Shoreline Protection 7/19/12 Technical Memorandum Page 1
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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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Page 103 and 104: Soil Map-Pinellas County, Florida (
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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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