Basis of Design Book 2 - City of St. Petersburg

More documents

Recommendations

Info

2. Parking Lots Parking lots exhibit pavement in fair to poor condition. Some large puddles were observed in the parking lots (see Photo 2). According to a City maintenance worker visiting the site, this was due to debris from the recent tropical storm collecting over the gratings of the catch basin and clogging them. He also reported that the parking lot drainage system functions were well under normal conditions. Details of this drainage system are unknown at this time to Buro Happold. The (non-steel faced) concrete curbs at the parking lot perimeters are in fair to good condition. (See Photo 1) Photo 1: Access Road view west Photo 2: Large puddle in parking lot after storm
3. Planted Areas Planted areas consist of lawns and areas of ornamental plantings in the access road medians and flanking the roadways. The plantings seemed to be in good condition and well maintained, even in the wake of the recent storm. Many of the trees are mature and of substantial size. See Photo 3. Photo 3: Typical condition of planted area along Access Road
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 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:
Page 75 and 76:
Page 77 and 78:
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:
Page 101 and 102:
Page 103 and 104:
Soil Map-Pinellas County, Florida (
Page 105 and 106:
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:
Page 159 and 160:
Page 161 and 162:
Page 163:
Page 175:
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 263:
HPIER ADVISORY TASK FORCE REPORT
Page 311 and 312:
Vision/Guiding Principles and Conte
Page 313 and 314:
Table of Contents (continued) SECTI
Page 315 and 316:
VISION The downtown waterfront is a
Page 317 and 318:
Guiding Principles (continued): Wa
Page 319 and 320:
Section II City Charter
Page 321 and 322:
Waterfront Park Element Downtown Ch
Page 323 and 324:
Evolution of the Current Waterfront
Page 325 and 326:
Planning Goals Five major planning
Page 327 and 328:
9. Comfort: a. Shade - Planting of
Page 329 and 330:
1988 Plan Implementation in the Wat
Page 331 and 332:
Art & Monuments Ordinance No. 2001-
Page 333 and 334:
Section V Downtown Waterfront Enter
Page 335 and 336:
Albert Whitted Airport ● ● ●
Page 337 and 338:
Al Lang Field (continued) ● ● O
Page 339 and 340:
Section VI Waterfront Transportatio
Page 341 and 342:
Traffic Access and Circulation ●
Page 343 and 344:
Bicycle Pedestrian Pathway ● ●
Page 345 and 346:
Daily Parking Demand ● ● ●
Page 347 and 348:
Downtown Waterfront Events ● ●
Page 349:
DOWNTOWN WATERFRONT MASTER PLAN IMP
Page 353 and 354:
Chuck Jablon Project Executive, Acc
Page 355 and 356:
OT Delancy Executive Support - SBE/
Page 357 and 358:
Mark McLaughlin, LEED® AP Senior P
Page 359 and 360:
Meoi Plummer Project Manager - Crow
Page 361 and 362:
Tommy Ward Superintendent/Quality C
Page 363 and 364:
Jake Krehbiel, LEED® AP Assistant
Page 365 and 366:
Walter Benoit Project Controls Pers
Page 367 and 368:
Mark Apaliski Preconstruction Perso
Page 369 and 370:
Robert Ward Local SBE/WMBE Personal
Page 371:
K ASCE 24-05: FLOOD RESISTANT DESIG
Page 374 and 375:
. Specifications are provided for p
Page 376 and 377:
See next page for description of Ca
Page 379:
L CITY PIER BUILDING FOUNDATION EVA
Page 383 and 384:
Memorandum March 1, 2010 Page 2 of
Page 385 and 386:
Page 387:
Page 391 and 392:
ESTIMATE DETAIL The Lens Estimate T
Page 393 and 394:
Index Description Quantity Unit Cos
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413:
Page 417:
The New St. Petersburg Pier Life Cy
Page 421:
The New St. Petersburg Pier Revenue
Page 425:
The New St. Petersburg Pier Annual
Page 429:
OST. PETERSBURG PIER REQUEST FOR QU
Page 432 and 433:
Pier Competition | Page 1 STAGE 1 P
Page 434 and 435:
Pier Competition | Page 3 Vision IV
Page 436 and 437:
Pier Competition | Page 5 The Trans
Page 438 and 439:
Pier Competition | Page 7 VI. Compe
Page 440 and 441:
Pier Competition | Page 9 Relevant
Page 442 and 443:
Pier Competition | Page 11 The foll
Page 444 and 445:
Pier Competition | Page 13 Team Bac
Page 446 and 447:
Pier Competition | Page 15 Exhibit
Page 448 and 449:
Page 450 and 451:
Pier Competition | Page 19 8. Debar
Page 452 and 453:
Pier Competition | Page 21 Disputes
Page 454 and 455:
Pier Competition | Page 23
Page 456:
Page 460:
MICHAEL MALTZAN ARCHITECTURE, INC.
show all

Basis of Design Book 2 - City of St. Petersburg

Create successful ePaper yourself

Delete template?

Save as template?