Basis of Design Book 2 - City of St. Petersburg

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Downtown Trail System ● ● ● ● ● To date the City has completed or has under construction 25 miles of trails including the majority of those in the waterfront. The goal of the Bike/Ped Master Plan is to construct 35 miles of trails connecting all corners of the City. Along with this Trail System, the City is incorporating safe bicycling and walking designs and bike parking facilities throughout the downtown area. The pathway/Trail System has contributed to St. Petersburg being recognized nationally as one of America’s Most Walkable Cities and a Bicycle Friendly Community. Yet to be constructed is the extension of the Waterfront Trail System to Albert Whitted Park and Poynter Park. This extension will connect the Trail System to the Historic Booker Creek Trail, a 3 mile plus connection between the Waterfront Parks, The Dali, USF-St. Petersburg, the Hospital District, Roser Park, Tropicana Field, and the Pinellas Trail. This trail connection or LOOP is in the planning stages now and is anticipated to go to design in 2012 and construction in 2013. Public Parking Inventory ● ● ● ● ● Most visitations to the waterfront begins with the private car and ends at our downtown on-street parking, or parking garages and parking lots. The City has over 30,000 parking spaces downtown with 6,500 spaces provided on street. Our primary Waterfront parking facilities are composed of the Pier lots, South Core Garage, BayWalk Garage, Al Lang Lot, and Mahaffey Theater garage and Lot which together provide over 4,500 spaces of the total parking downtown inventory. Although today the parking is relatively well accommodated with these facilities, this is expected to change with: 1. The end of our current economic recession and energizing use of existing facilities 2. Loss of parking due to loss of private parking lots and 3. Future growth It is anticipated that the City’s existing downtown parking facilities will become inadequate over the next several years. December 2011 DRAFT Page 34
Daily Parking Demand ● ● ● ● ● Parking congestion already exists along the waterfront with a recent survey showing 80% parking saturation along the waterfront at peak times with 100% parking saturation during special events. Whereas substantial growth opportunities still exist along the waterfront, additional areas for waterfront public parking are severely limited, as reflected by the following conditions: 80% peak period parking saturation 100% saturation during high demand special events Current 24% office vacancy downtown for multi-tenant office buildings Expect further demand as economic recovery occurs and BayWalk is revitalized. ● .As a result, it is recommended that the City: 1. Protect its parking resources 2. Look for opportunities to expand current facilities or consider a future additional parking garage. 3. Encourage alternative transportation options that do not require extensive parking resources such as public transit, trolleys and bike usage. December 2011 DRAFT Page 35
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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
Page 311 and 312: Vision/Guiding Principles and Conte
Page 313 and 314: Table of Contents (continued) SECTI
Page 315 and 316: VISION The downtown waterfront is a
Page 317 and 318: Guiding Principles (continued): Wa
Page 319 and 320: Section II City Charter
Page 321 and 322: Waterfront Park Element Downtown Ch
Page 323 and 324: Evolution of the Current Waterfront
Page 325 and 326: Planning Goals Five major planning
Page 327 and 328: 9. Comfort: a. Shade - Planting of
Page 329 and 330: 1988 Plan Implementation in the Wat
Page 331 and 332: Art & Monuments Ordinance No. 2001-
Page 333 and 334: Section V Downtown Waterfront Enter
Page 335 and 336: Albert Whitted Airport ● ● ●
Page 337 and 338: Al Lang Field (continued) ● ● O
Page 339 and 340: Section VI Waterfront Transportatio
Page 341 and 342: Traffic Access and Circulation ●
Page 343: Bicycle Pedestrian Pathway ● ●
Page 347 and 348: Downtown Waterfront Events ● ●
Page 349: DOWNTOWN WATERFRONT MASTER PLAN IMP
Page 353 and 354: 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
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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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