Book 1 - City of St. Petersburg

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3.3.3 General lighting and electrical hookups will be provided at the restrooms. 3.3.4 High level pole lighting and low level bollard lighting will be provided with a sensitivity to overspill into the water. 3.3.5 Stub-outs for electrical services will be provided for planned restaurant, retail, storage space and trash enclosure. 3.3.6 A public address system for occupant notification and emergency warning will be provided. 3.4 Technology 3.4.1 Wi-Fi will be provided at the Hub, as well as at all other project components. MICHAEL MALTZAN ARCHITECTURE, INC. 4 - 15
BASIS OF DESIGN BOOK 1 4 COMPONENT PLANNING CRITERIA COMPONENT DESCRIPTIONS Welcome Mat Hub Overwater Drive Overwater Bridge Lens Canopy Promontory Lens Marina Underwater Feature Overwater Drive 1.0 Architectural Description 1.1 The Overwater Drive is the first of two central Pier structures that make up the new Pier. The Overwater Drive allows pedestrian, service vehicle and emergency vehicle access to the Marina and Promontory, extending from the northern end of the Welcome Mat east over the water to the Promontory. Along its length, two pathway balconies are provided for shade and relaxation. A tram stop that also serves as a turnout for emergency vehicles is provided adjacent to the Marina. The shading amenities on the Overwater Drive respond to the Pier Advisory Task Force’s recommendation of creating “comfortable and attractive pedestrian walkways and pathways” to ensure that “the Pier will remain a fully integrated experience into the existing fabric of the downtown urban core, park and waterfront” (Appendix H: Pier Advisory Task Force Report, p. 12). 1.2 Code References 1.2.1 Risk Category: ASCE/SEI 24-05 1.2.2 Wind Loads: ASCE 7-10 1.2.3 Vehicular Loading & Design: AASHTO HS-25 1.3 Dimensional Drivers 1.4.1 Vertical Datum: NAVD88 1.4.2 Typical Width: 20’-0” 1.4.3 Total Length: 1,455 ft. 1.4.4 Total Area: 34,050 sq. ft. 2.0 Overwater Drive Subcomponents 2.1 Overwater Drive 2.1.1 The Overwater Drive is a 20’-0” wide concrete deck structure elevated on piles and extending over the water. 2.1.2 The top of the deck is 12’-0” above MSL. 2.1.3 The top surface of the Overwater Drive is divided along its length into two coplanar surfaces - one 8’-0” wide wood-finish pedestrian surface and one 12”-0” wide concrete driving surface. 2.1.4 The Overwater Drive is the central route for pedestrians and vehicles to the Promontory. 2.1.5 The Overwater Drive can accommodate emergency vehicles weighing up to 50,000 lbs. 2.1.6 The northern edge of the Overwater Drive features an undulating concrete curb with integrated aluminum guardrails. 4 - 16 THE NEW ST. PETERSBURG PIER
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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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LIST OF FIGURES 1 2 3 INTRODUCTION
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4 5 6 7 COMPONENT PLANNING CRITERIA
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EXECUTIVE STATEMENT The new St. Pet
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The full report can be downloaded a
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PURPOSE OF REPORT The purpose of th
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ORGANIZATION OF REPORT The BOD Repo
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2EXECUTIVE SUMMARY
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BASIS OF DESIGN BOOK 1 2 EXECUTIVE
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3GENERAL PLANNING CRITERIA
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BASIS OF DESIGN BOOK 1 3 GENERAL PL
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Page 145 and 146: BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 180: 4COMPONENT PLANNING CRITERIA
Page 183 and 184: BASIS OF DESIGN BOOK 1 4 COMPONENT
Page 190 and 191: COMPONENT DESCRIPTIONS Welcome Mat
Page 192 and 193: LENS CANOPY WELCOME MAT OVERWATER B
Page 200 and 201: 3.3 Electrical 3.3.1 Code lighting
Page 206 and 207: 2.1.5 The Lens Canopy provides shad
Page 212 and 213: 3.2.1 Potable water will be supplie
Page 216 and 217: 2.5.5 All utilities will run in a t
Page 220: 5BASIS OF DESIGN CONCEPT ANALYSIS
Page 223 and 224: BASIS OF DESIGN BOOK 1 5 BASIS OF D
Page 226 and 227: BASIS OF DESIGN CONCEPT PLANS AND D
Page 228 and 229: A0-53 Existing Structure Plan 0 37
Page 230 and 231: A1-00 Site Plan 0 62’ 125’ 250
Page 232 and 233: A2-02 Overwater Drive Plan 0 37’
Page 234 and 235: A2-04 Balcony Plan 0 37’ 75’ 15
Page 236 and 237: A3-01 Elevations 1 / North Elevatio
Page 238 and 239: A4-02 Upland Sections 1 / Upland Ea
Page 240 and 241: A4-03 Drive, Bridge and Canopy Sect
Page 242 and 243: A5-10 Enlarged Hub Plan 0 12’ 25
Page 244 and 245: A5-12 Enlarged Promontory Plan 0 12
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A5-14 Promontory Double “T” Bea
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A9-01 Guardrail Details 1 / Guardra
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COST ESTIMATE PROCESS The process i
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MICHAEL MALTZAN ARCHITECTURE, INC.
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SBE/MWBE Outreach Approach Since op
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Proof of Recent Outreach Success Un
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Strategy and Tactical Approach for
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1 BayCare Corporate Offices 2 Pinel
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pa Bay Region City of St. Petersbur
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PRELIMINARY SCHEDULE Activity Activ
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OPERATING EXPENSE AND MAINTENANCE E
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THE NEW ST. PETERSBURG PIER CLIENT
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Book 1 - City of St. Petersburg

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