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 Table of Contents Project Narrative ERP Application Section A ERP Application Section C ERP Application Section E Appendix 1: USGS Quadrangle Map and Project Boundary Appendix 2: Aerial Site Photo with Project Boundary Appendix 3: Navigation Chart with Distances to Navigation Channels Appendix 4: USGS Soil Map Appendix 5: Permit Drawings Appendix 6: Environmental Survey Report (Scheda Ecological Associates) Appendix 7: Albert Whitted Airport Shoreline Protection (American Infrastructure Development, Inc) Appendix 8: Project Area Bathymetric and Topographic Survey (George F. Young) Appendix 9: Proof of Submerged Land Ownership Appendix 10: Marina Hydrodynamics and Flushing Study (Applied Technology and Management, Inc.)
ERP Permit Application: New St. Petersburg Pier City Project No. 11024-316 M&N Project No. 6953-11 New St. Petersburg Pier Project Narrative Introduction The City of St. Petersburg is applying for an environmental resource permit (ERP) to demolish the existing City of St. Petersburg Municipal Pier and construct a new Municipal Pier. Owned by the City of St. Petersburg, the existing pier and inverted pyramid building on the pier are a centerpiece of St. Petersburg’s downtown waterfront with five stories of shopping, dining, and entertainment. The Pier also serves as a gathering place for events and activities, often features live music, has an observation deck for viewing the stars, and visitors fish and feed the pelicans. The piles and substructure supporting the existing pier approach and pier head were constructed in the 1920’s while the inverted pyramid building was added in the 1970’s. The City's Engineering Department has determined the pilings, superstructure, and substructure underneath The Pier "approach" (the bridge connecting the pier head and building to the mainland), surrounding drive around The Pier, and under the first floor retail area have exceeded their useful design life and can no longer effectively be repaired. The City elected to commission the design of a new pier to replace the existing pier. The proposed new pier, known as the “Lens”, consists of a crossing loop pathway with a canopy providing shade to the pier walkways and visual interest from land and water. The Lens also includes an integrated transient boat marina, reef habitat area, and an observation and gathering promontory. A new retail hub is located on land where the pier meets the upland. The construction of the Lens design will result in a net environmental benefit compared to the existing pier. The new pier shades 35% less bay bottom and the plan eliminates over water parking with only emergency vehicles and public “trams” for transporting visitors and provisions to and from the promontory permitted on the pier. In addition, the number of support piles impacting the bay bottom will be reduced. Pier Demolition The existing pier structure will be demolished using land and water based construction equipment. The surface structures - including the inverted pyramid, retail area, landscaping, pavers, and asphalt paving - will be removed and taken to approved landfills or recyclers. The remaining steel reinforced concrete substructure, comprised of the pier deck, pile caps, and piles, will be taken to approved landfills or recyclers or will be used to construct a shoreline stabilization revetment at Albert Whitted Airport. Following deployment of turbidity barriers around the active construction area, the pier deck will be demolished or cut into smaller segments to be lifted off the pier using cranes located on the adjacent deck area or on barges. The deck segments will be transported to the upland where they will be processed for disposal. The connections between the pile caps and piles will be demolished or cut and the reinforcing bars cut to release the pile caps from the piles. The pile caps will be transported to the upland for processing and disposal. The majority of the piles supporting the existing pier will be cut off at an elevation 1 ft below the mudline. Piles in the vicinity of the proposed marina will be extracted in their entirety and piles in the proposed habitat enhancement area will be cut off approximately at mean 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
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
Page 65: St. Petersburg Pier Page 3 MEG File
Page 69: 1509 W. Swann Avenue, Suite 225 Tam
Page 73 and 74: ERP Permit Application: New St. Pet
Page 79 and 80: PART 3: A. Owner(s) of Land B. Appl
Page 81 and 82: PART 8: A. If there have been any p
Page 83 and 84: ENVIRONMENTAL RESOURCE PERMIT APPLI
Page 85 and 86: 5. Summarize impacts to wetlands an
Page 87 and 88: E. Drainage Information 1. Provide
Page 89 and 90: TABLE ONE: PROJECT WETLAND AND OTHE
Page 91 and 92: TABLE THREE: PROJECT OFF-SITE MITIG
Page 93 and 94: TABLE FIVE: SUMMARY OF SHORELINE ST
Page 96: ERP Permit Application: New St. Pet
Page 103 and 104: 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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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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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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