Book 1 - City of St. Petersburg

More documents

Recommendations

Info

Railings • All railings will be a minimum of 42” in height • Railings along the Overwater Bridge and Drive will be considered pedestrian and will be designed to code standard • Railings at the Overwater Bridge and Bike Path will be 52” in height Ramps • All pedestrian ramps will be ADA compliant MICHAEL MALTZAN ARCHITECTURE, INC. 3 - 91
BASIS OF DESIGN BOOK 1 3 GENERAL PLANNING CRITERIA ENGINEERING CRITERIA (continued) Clearances The minimum vertical, horizontal and regulatory clearance requirements for bridges shall conform to the requirements shown in the FDOT (Florida Department of Transportation) Plans Preparation, Manual Volume 1, Section 2.10. Vertical Clearances 1. The vertical clearance of bridges over water is the minimum distance between the underside of the superstructure and the normal high water (NHW) for navigable water crossings or the mean high water (MHW) for coastal crossings. See PPM, Volume 1, Section 2.10 and the FDOT Drainage Manual Section 4.6 for vertical clearance requirements over water. When applicable, vertical clearance is measured at the inside face of the fender system. 2. In a VE zone the minimum elevation of the structure is measured to the bottom of the lowest supporting horizontal structural member. For height of structural members, ASCE 24-05 may be referenced. The FBC 2010 refers to ASCE-24- 05 and table 4-1 for minimum elevation of structures (other than parking or storage) located in the VE and AE flood zones. 3. A Category II structure requires the lowest horizontal structural member to be constructed at BFE for parallel members and BFE plus 1 ft. for perpendicular members. 4. The vertical clearance for grade separations over roads or railroads is the minimum distance between the underside of the superstructure and road or railroad. See PPM, Volume 1, Section 2.10. 5. For concrete superstructures classified as moderately aggressive or extremely aggressive due to chloride content, the minimum vertical clearance is 12 ft. above MHW. For steel superstructures, the minimum vertical clearance shall be obtained from the District Maintenance Engineer, but shall not be less than those specified above for the concrete superstructures. 6. The minimum vertical clearance between the design flood stage and the low member of bridges shall be a minimum of 2 ft. This clearance is necessary to allow the majority of debris to pass without causing damage to the structure. This standard does not apply to culverts and bridge-culverts. 7. The minimum vertical clearance for navigational purposes shall be: • 6 ft. above the MHW for tidewater bays and streams • 6 ft. above the NHW for freshwater rivers, streams, nonregulated/controlled canals and lakes • 6 ft. above the control elevation for regulated/controlled lakes and canals 3 - 92 THE NEW ST. PETERSBURG PIER
Page 1 and 2:
THE NEW ST. PETERSBURG PIER BASIS O
Page 4 and 5:
CONTENT: BASIS OF DESIGN BOOK 1 1 2
Page 6 and 7:
LIST OF FIGURES 1 2 3 INTRODUCTION
Page 8:
4 5 6 7 COMPONENT PLANNING CRITERIA
Page 12 and 13:
EXECUTIVE STATEMENT The new St. Pet
Page 14 and 15:
The full report can be downloaded a
Page 16 and 17:
PURPOSE OF REPORT The purpose of th
Page 18 and 19:
ORGANIZATION OF REPORT The BOD Repo
Page 20:
2EXECUTIVE SUMMARY
Page 23 and 24:
BASIS OF DESIGN BOOK 1 2 EXECUTIVE
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 36:
3GENERAL PLANNING CRITERIA
Page 39 and 40:
BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78: BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 127: 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 185 and 186:
Page 187 and 188:
Page 190 and 191:
COMPONENT DESCRIPTIONS Welcome Mat
Page 192 and 193:
LENS CANOPY WELCOME MAT OVERWATER B
Page 194 and 195:
Page 196 and 197:
3.3.3 General lighting and electric
Page 198 and 199:
Page 200 and 201:
3.3 Electrical 3.3.1 Code lighting
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
2.1.5 The Lens Canopy provides shad
Page 208 and 209:
Page 210 and 211:
Page 212 and 213:
3.2.1 Potable water will be supplie
Page 214 and 215:
Page 216 and 217:
2.5.5 All utilities will run in a t
Page 218 and 219:
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
Page 246 and 247:
A5-14 Promontory Double “T” Bea
Page 248:
A9-01 Guardrail Details 1 / Guardra
Page 252 and 253:
COST ESTIMATE PROCESS The process i
Page 254 and 255:
MICHAEL MALTZAN ARCHITECTURE, INC.
Page 256 and 257:
SBE/MWBE Outreach Approach Since op
Page 258 and 259:
Proof of Recent Outreach Success Un
Page 260 and 261:
Strategy and Tactical Approach for
Page 262 and 263:
1 BayCare Corporate Offices 2 Pinel
Page 264 and 265:
pa Bay Region City of St. Petersbur
Page 266:
PRELIMINARY SCHEDULE Activity Activ
Page 270 and 271:
OPERATING EXPENSE AND MAINTENANCE E
Page 273 and 274:
THE NEW ST. PETERSBURG PIER CLIENT
show all

Book 1 - City of St. Petersburg

Create successful ePaper yourself

Delete template?

Save as template?