- 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: BASIS OF DESIGN BOOK 1 2 EXECUTIVE
- Page 27 and 28: BASIS OF DESIGN BOOK 1 2 EXECUTIVE
- Page 29 and 30: BASIS OF DESIGN BOOK 1 2 EXECUTIVE
- Page 31 and 32: BASIS OF DESIGN BOOK 1 2 EXECUTIVE
- Page 33 and 34: BASIS OF DESIGN BOOK 1 2 EXECUTIVE
- Page 38 and 39: INTRODUCTION This section is intend
- Page 40 and 41: • Fire and Life Safety Requiremen
- Page 42 and 43: Bridge and Overwater Drive; relocat
- Page 44 and 45: Frequently Asked Questions 1 What i
- Page 46 and 47: 14 What is the total cost of the pr
- Page 48 and 49: 24 What is the actual operating cos
- Page 50 and 51: 38 What will happen to the material
- Page 52 and 53: 47 Why isn’t the design more of t
- Page 54 and 55: UPLANDS USAGE SUGGESTIONS The exist
- Page 56 and 57: Bridge to the Vinoy The bridge conn
- Page 58 and 59: Uplands Water park and/or family o
- Page 60 and 61: City of St. Petersburg Tampa Bay St
- Page 62 and 63: Figure 3.4 Existing Pier Head Comfo
- Page 64 and 65: North Shore Pool Vinoy Renaissance
- Page 66 and 67: Figure 3.8 View of Uplands, 2nd Ave
- Page 68 and 69: Figure 3.13 View of Inverted Pyrami
- Page 70 and 71: 10 yr lease 5 yr lease 10 yr lease
- Page 72 and 73: PRIMARY ZONE PRIMARY Height (Feet Z
- Page 74 and 75: Text LEGEND Seagrass Limits (July 2
- Page 76 and 77: Figure 3.22 Pier Deck Demolition Pl
- Page 78 and 79: Figure 3.23 View Looking East Along
- Page 80 and 81: 5th Av N 4th St N 3rd St N 2nd St N
- Page 82 and 83: Service Vehicles The City’s Parks
- Page 84 and 85: Figure 3.25 Community Redevelopment
- Page 86 and 87:
NAVD 88 (NORTH AMERICAN VERTICAL DA
- Page 88 and 89:
Wind Speed (mph) 2 - 5 5 - 7 7 - 10
- Page 90 and 91:
CLIMATE DATA FOR ST. PETERSBURG, FL
- Page 92 and 93:
is important to note that the Pier
- Page 94 and 95:
The City reports that once per year
- Page 96 and 97:
NOTES 1. All elevations are (-) neg
- Page 98 and 99:
ARCHITECTURAL CRITERIA The new Pier
- Page 100 and 101:
PV PANELS WIND TURBINES Figure 3.33
- Page 102 and 103:
Figure 3.35 Potential Sustainable L
- Page 104 and 105:
North-South Flight Path Possible Su
- Page 106 and 107:
Summer 8am Summer 2pm Summer 10am S
- Page 108 and 109:
Figure 3.40 Example of Metal Panels
- Page 110 and 111:
Figure 3.41 Example of Ipe Boardwal
- Page 112 and 113:
Promontory Lens Marina Welcome Mat
- Page 114 and 115:
CONNECTION TO THE SHOPS AT ST. PETE
- Page 116 and 117:
Parking Location Existing Proposed
- Page 118 and 119:
Lighting Systems The lighting desig
- Page 120 and 121:
Figure 3.45 Pier Activities MICHAEL
- Page 122 and 123:
Although fishing piers are not cons
- Page 124 and 125:
Concrete Caissons Concrete caissons
- Page 126 and 127:
Forces due to wind, waves and storm
- Page 128 and 129:
Railings • All railings will be a
- Page 130 and 131:
8. For coastal bridges, the vertica
- Page 132 and 133:
• Seismic lateral soil force 16.
- Page 134 and 135:
Mechanical Criteria Applicable Code
- Page 136 and 137:
Domestic Hot Water For bathrooms on
- Page 138 and 139:
Sanitary Sewer Applicable Codes •
- Page 140 and 141:
Electrical Criteria Applicable Code
- Page 142 and 143:
Phase 1 Marina Constructed from Mod
- Page 144 and 145:
Category-3 hurricane (sustained win
- Page 146 and 147:
Next steps for the Underwater Featu
- Page 148 and 149:
Figure 3.50 Marine Science in Class
- Page 150 and 151:
Figures 3.52 Real-Time Monitoring a
- Page 152 and 153:
Figure 3.54 Habitat-Sensitive Under
- Page 154 and 155:
Figures 3.55 Docent-Led Tours Figur
- Page 156 and 157:
Figures 3.57 Artificial Reef Constr
- Page 158 and 159:
Figures 3.60 Plans Showing Reuse of
- Page 160 and 161:
for the Pier (during special events
- Page 162 and 163:
Standpipe System The Pier will be p
- Page 164 and 165:
Stairs On any given flight of stair
- Page 166 and 167:
401’ 805’ 462’ Distance from
- Page 168 and 169:
Risk Category Descriptions The foll
- Page 170 and 171:
Figure 3.62 Example of Risk Categor
- Page 172 and 173:
Zone A Zone B Zone C Zone D Zone E
- Page 174 and 175:
Pier Demolition The existing struct
- Page 176 and 177:
pier” with deck elevation at +29
- Page 178:
The Underwater Feature will be cons
- Page 182 and 183:
INTRODUCTION The basic “building
- Page 184 and 185:
LENS CANOPY WELCOME MAT OVERWATER B
- Page 186 and 187:
OBSERVATION DECK BACK TO CITY SKYLI
- Page 188:
Figure 4.4 Comparison of Existing I
- Page 191 and 192:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 193 and 194:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 195 and 196:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 197 and 198:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 199 and 200:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 201 and 202:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 203 and 204:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 205 and 206:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 207 and 208:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 209 and 210:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 211 and 212:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 213 and 214:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 215 and 216:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 217 and 218:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 219 and 220:
BASIS OF DESIGN BOOK 1 4 COMPONENT
- Page 222 and 223:
INTRODUCTION The purpose of this se
- Page 224:
• Promontory - the Promontory and
- Page 227 and 228:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 229 and 230:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 231 and 232:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 233 and 234:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 235 and 236:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 237 and 238:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 239 and 240:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 241 and 242:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 243 and 244:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 245 and 246:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 247 and 248:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
- Page 250:
6CONSTRUCTION MANAGER AT RISK: PROJ
- Page 253 and 254:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 255 and 256:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 257 and 258:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 259 and 260:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 261 and 262:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 263 and 264:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 265 and 266:
BASIS OF DESIGN BOOK 1 6 IMPLEMENTA
- Page 268:
7OPERATING EXPENSE AND MAINTENANCE
- Page 271:
BASIS OF DESIGN BOOK 1 7 OPERATING
- Page 274:
MICHAEL MALTZAN ARCHITECTURE, INC.