- Page 1:
THE NEW ST. PETERSBURG PIER BASIS O
- Page 5 and 6:
CONTENT: BASIS OF DESIGN BOOK 1 1 2
- Page 7:
AST. PETERSBURG PIER SITE CONDITION
- Page 10 and 11:
2. Parking Lots Parking lots exhibi
- Page 12 and 13:
4. Entrance Plaza The Entrance Plaz
- Page 14 and 15:
Electrical: There is a series of ab
- Page 16 and 17:
B. Bulkhead The bulkhead or seawall
- Page 18 and 19:
C. Existing Pier The existing Pier
- Page 20 and 21:
5. Navigational Access The current
- Page 22 and 23:
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 73 and 74:
ERP Permit Application: New St. Pet
- Page 75 and 76:
ERP Permit Application: New St. Pet
- Page 77 and 78:
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 and 102:
ERP Permit Application: New St. Pet
- Page 103 and 104:
Soil Map-Pinellas County, Florida (
- Page 105 and 106:
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
- Page 153 and 154:
G:\x\PROJECTS\002037_StPetePierEval
- Page 155 and 156:
ALBERT WHITTED AIRPORT TECHNICAL ME
- Page 157 and 158:
ALBERT WHITTED AIRPORT TECHNICAL ME
- Page 159 and 160:
ALBERT WHITTED AIRPORT TECHNICAL ME
- Page 161 and 162:
ALBERT WHITTED AIRPORT TECHNICAL ME
- Page 163:
ERP Permit Application: New St. Pet
- Page 175:
ERP Permit Application: New St. Pet
- Page 213 and 214: Underwater Feature Technical Worksh
- Page 215 and 216: 6. Limestone definitely preferred f
- Page 217 and 218: Participant List Participant Peter
- Page 219 and 220: Dr. Betzer mentioned the names of s
- Page 221 and 222: Technical Interview 5 Summary of In
- Page 223 and 224: scientific community and the design
- Page 225: GHYDRODYNAMICS AND FLUSHING OF THE
- Page 228 and 229: TABLE OF CONTENTS 1.0 INTRODUCTION
- Page 230 and 231: LIST OF FIGURES 2-1 Location of St.
- Page 232 and 233: 1.0 INTRODUCTION The City of St. Pe
- Page 234 and 235: loop structure. For the flushing ev
- Page 236 and 237: Figure 2-3b. Marina Construction De
- Page 238 and 239: Figure 2-4. Locations of NOAA Tide
- Page 240 and 241: 3.0 MODELING APPROACH Based upon th
- Page 242 and 243: 4.0 MODEL INPUTS 4.1 SIMULATION PER
- Page 244 and 245: Figure 4-2. Tampa Bay Model Grid in
- Page 246 and 247: Figure 4-4. Tampa Bay Model Grid in
- Page 248 and 249: Figure 4-5. Model Tidal forcing Fig
- Page 250 and 251: 5.0 MODEL CALIBRATION 5.1 TIDES Fig
- Page 252 and 253: Available current data for the NOAA
- Page 254 and 255: 6.0 EVALUATION OF FLUSHING IN MARIN
- Page 256 and 257: Figure 6-1c. Plan View Showing Flus
- Page 258 and 259: Figures 6-2a-e present time series
- Page 260 and 261: Figure 6-2e. Time Series Plot of Pe
- Page 309: IVISION/GUIDING PRINCIPLES AND CONT
- Page 312 and 313:
Table of Contents SECTION I SECTION
- Page 314 and 315:
Section I Vision
- Page 316 and 317:
DOWNTOWN WATERFRONT GOAL AND GUIDIN
- Page 318 and 319:
Guiding Principles (continued): Wa
- Page 320 and 321:
CITY CHARTER Per the City Charter,
- Page 322 and 323:
Section III 1988 Waterfront Park Ma
- Page 324 and 325:
Study Purpose January 23, 1986
- Page 326 and 327:
Plan Recommendations (14) 1. Major
- Page 328 and 329:
Section IV Implementation of 1988 W
- Page 330 and 331:
Plan Implementation in the Waterfro
- Page 332 and 333:
Article IV Section 5-81. Purpose an
- Page 334 and 335:
DOWNTOWN WATERFRONT ENTERPRISE FACI
- Page 336 and 337:
Progress Energy Center for the Arts
- Page 338 and 339:
Municipal Pier ● ● In April 200
- Page 340 and 341:
WATERFRONT TRANSPORTATION PLAN ELEM
- Page 342 and 343:
Waterfront Pedestrian Connections (
- Page 344 and 345:
Downtown Trail System ● ● ●
- Page 346 and 347:
Waterfront Scenic Drive ● ● The
- Page 348 and 349:
Section VII Downtown Waterfront Mas
- Page 351:
J SKANSKA - KEY PERSONNEL
- Page 354 and 355:
Roger Stephan, LEED® AP Executive
- Page 356 and 357:
William Flemming CEO - Executive Su
- Page 358 and 359:
John Clark Senior Project Manager -
- Page 360 and 361:
Richard Lee Superintendent/Quality
- Page 362 and 363:
Patrick McGlynn Superintendent/Qual
- Page 364 and 365:
Christina Huber, LEED® AP BIM Mana
- Page 366 and 367:
Brian Coakley Preconstruction Suppo
- Page 368 and 369:
Steve Arsht Preconstruction Support
- Page 370 and 371:
David Espy Environmental, Health an
- Page 373 and 374:
HIGHLIGHTS OF ASCE 24-05 Flood Resi
- Page 375 and 376:
• Tanks that are below the design
- Page 377:
I TABLE 1-1. Classification of Stru
- Page 382 and 383:
1509 West Swann Avenue, Suite 225 T
- Page 384 and 385:
Memorandum March 1, 2010 Page 3 of
- Page 386 and 387:
Memorandum March 1, 2010 Page 5 of
- Page 389:
MCOST MODEL (SKANSKA)
- Page 392 and 393:
Index Description Quantity Unit Cos
- Page 394 and 395:
Index Description Quantity Unit Cos
- Page 396 and 397:
Index Description Quantity Unit Cos
- Page 398 and 399:
Index Description Quantity Unit Cos
- Page 400 and 401:
Index Description Quantity Unit Cos
- Page 402 and 403:
Index Description Quantity Unit Cos
- Page 404 and 405:
Index Description Quantity Unit Cos
- Page 406 and 407:
Index Description Quantity Unit Cos
- Page 408 and 409:
Index Description Quantity Unit Cos
- Page 410 and 411:
Index Description Quantity Unit Cos
- Page 412 and 413:
Index Description Quantity Unit Cos
- Page 415:
NLIFE CYCLE COST ANALYSIS REPORT
- Page 419:
The New St Petersburg Pier Clarific
- Page 423:
The New St. Petersburg Pier Annual
- Page 427:
The New St. Petersburg Pier Replace
- Page 431 and 432:
INTERNATIONAL DESIGN COMPETITION ST
- Page 433 and 434:
Pier Competition | Page 2 Stage 2
- Page 435 and 436:
Pier Competition | Page 4 Design Pa
- Page 437 and 438:
Pier Competition | Page 6 The Honor
- Page 439 and 440:
Pier Competition | Page 8 VII. Stag
- Page 441 and 442:
Pier Competition | Page 10 3. Forma
- Page 443 and 444:
Pier Competition | Page 12 6. Publi
- Page 445 and 446:
Pier Competition | Page 14 Exhibit
- Page 447 and 448:
Pier Competition | Page 16 Pier Tas
- Page 449 and 450:
Pier Competition | Page 18 Exhibit
- Page 451 and 452:
Pier Competition | Page 20 Irrespec
- Page 453 and 454:
Pier Competition | Page 22 Exhibit
- Page 455 and 456:
Pier Competition | Page 24
- Page 458:
THE NEW ST. PETERSBURG PIER CLIENT