Basis of Design Book 2 - City of St. Petersburg

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Soil Map—Pinellas County, Florida (St. Petersburg Pier Soil Map) 27° 47' 4'' 27° 45' 45'' 3072400 3072800 3073200 3073600 3074000 3074400 82° 38' 34'' 82° 38' 35'' Kirkwood Ter 7th St 11th Ave 6th St Earl Ave 6th St 5th St Mirror Lake Dr 1st Ave Rhoda Ct 6th St 6th St Mirror Lake Dr ± 1st Ave 5th Ter 338400 5th St 4 11th Ave Joyce Ter 10th Ave Dartmoor St Dartmoor St 30 4 Mound Park Ave 338400 7th Ave 99 4th St 8th Ave 5th Ave 6th Ave 7th Ave 3rd St 3rd Ave Central Ave 3rd Ave 4th Ave 7th Ave 10th Ave 338800 4th Ave 2nd Ave 9th Ave 2nd St 1st St 2nd Ave Charles Ct Delmar Ter 11th Ave 1st St Sunshine Ln 5th Ter Mound Park Ave Rowland Ct Bay St Bay St Plaza Pl 2nd Ave 12th Ave Oak St Oak St 6th Ave 5th Ave Bayshore Dr Locust St Cherry St £¤ 92 17 4 16 100 338800 339200 339200 Map Scale: 1:17,200 if printed on A size (8.5" x 11") sheet. 16 Beach Dr 339600 339600 Shore Dr Meters 0 200 400 800 1,200 Feet 0 500 1,000 2,000 3,000 Bayshore Dr 16 340000 340000 340400 340400 340800 340800 341200 341200 341600 341600 82° 36' 23'' 82° 36' 22'' 3074400 3074000 3073600 3073200 3072800 3072400 27° 47' 5'' 27° 45' 47'' Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/15/2012 Page 1 of 3
Soil Map–Pinellas County, Florida (St. Petersburg Pier Soil Map) MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Units Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Gully Short Steep Slope Other Political Features Cities Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Map Scale: 1:17,200 if printed on A size (8.5" × 11") sheet. The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Pinellas County, Florida Survey Area Data: Version 8, Jan 26, 2010 Date(s) aerial images were photographed: 8/16/2007 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/15/2012 Page 2 of 3
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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
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 and 70: 1509 W. Swann Avenue, Suite 225 Tam
Page 71 and 72: 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 101: ERP Permit Application: New St. Pet
Page 120 and 121: 25 18 ALBERT WHITTED AIRPORT 36
Page 122: ALBERT WHITTED AIRPORT 36
Page 147 and 148: TECHNICAL M E M O R A N D U M TO: F
Page 149 and 150: St. Petersburg Pier - Environmental
Page 151 and 152: 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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