Book 1 - City of St. Petersburg

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• Seismic lateral soil force 16. Suitability of site excavated material for use as fill or backfill and general availability of suitable off-site fill if necessary. 17. Compaction density of fill and backfill throughout the project 18. Groundwater elevations and anticipated construction problems due to ground water. 19. Provide recommendations regarding temporary and permanent ground water control, if applicable. Specification of substructure waterproofing, including waterproofing materials and specifications, shall be provided by others. 20. Presence of alkali or other deleterious material in sufficient quantities to affect the construction materials during construction or during the life of the structure. In addition, the likelihood of corrosion as a problem will be indicated. 21. Design recommendations and values for piles, including: • Skin friction values for uplift • End bearing values • Lateral bearing values including whether an increase for short duration of loading is permissible. Values to be expressed in terms of nominal pier/pile diameters • Minimum spacing requirements between deep foundation elements and/or existing foundations and group reduction factors (if appropriate). 22. Provide estimated pile driving resistance for recommended pile capacities for bidding purposes, based on recommended minimum delivered hammer energy and estimated pile length. 23. Provide recommendations for pile load testing, including: • Protocol for testing of the deep foundations • Number and type of tests to be conducted • Criteria for determination of a successful test MICHAEL MALTZAN ARCHITECTURE, INC. 3 - 95
BASIS OF DESIGN BOOK 1 3 GENERAL PLANNING CRITERIA ENGINEERING CRITERIA (continued) Site Work Criteria Applicable Codes • AASHTO Policy on Geometric Design of Highways and Streets, 6th Edition (2011) • AASHTO Guide for the Development of Bicycle Facilities, 4th Edition (2002) • AASHTO Guide for Design of Pavement Structures, 4th Edition, with 1998 Supplement • AASHTO Guide For The Planning, Design And Operations Of Pedestrian Facilities, 1st Edition (2004) • EPA Stormwater Pollution Prevention Plans for Construction Activities • FLDOT Drainage Handbook (2012) • FLDOT and FLDEP • Erosion and Sediment Control: Designer and Reviewer Manual (June 2007) • Stormwater Loading Rate Parameters for Central and South Florida, Harvey H. Harper (1994) • Florida’s Nonpoint Source Management Program (January 2000) • Florida’s Plan for Implementation of Nonpoint Source Components of Total Maximum Daily Loads (1998) • FLDOT Drainage Handbook (2012) • Pollutant Removal with Peak and Volume Reduction in Florida (May 2007) • Florida Development Manual: A Guide to Sound Land and Water Management (1988) 3 - 96 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 180: 4COMPONENT PLANNING CRITERIA
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BASIS OF DESIGN BOOK 1 4 COMPONENT
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COMPONENT DESCRIPTIONS Welcome Mat
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LENS CANOPY WELCOME MAT OVERWATER B
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3.3.3 General lighting and electric
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3.3 Electrical 3.3.1 Code lighting
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2.1.5 The Lens Canopy provides shad
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3.2.1 Potable water will be supplie
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2.5.5 All utilities will run in a t
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5BASIS OF DESIGN CONCEPT ANALYSIS
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BASIS OF DESIGN BOOK 1 5 BASIS OF D
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BASIS OF DESIGN CONCEPT PLANS AND D
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A0-53 Existing Structure Plan 0 37
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A1-00 Site Plan 0 62’ 125’ 250
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A2-02 Overwater Drive Plan 0 37’
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A2-04 Balcony Plan 0 37’ 75’ 15
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A3-01 Elevations 1 / North Elevatio
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A4-02 Upland Sections 1 / Upland Ea
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A4-03 Drive, Bridge and Canopy Sect
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A5-10 Enlarged Hub Plan 0 12’ 25
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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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