Basis of Design Book 2 - City of St. Petersburg

More documents

Recommendations

Info

Index Description Quantity Unit Cost Amount 28 - Electronic Safety And Security 280000.00 - Electronic Safety & Security 195 WP GFI in Columns 12.00 ea 1,000.00 12,000 196 Data Drops in Columns - Conduit Only 12.00 ea 500.00 6,000 197 Grill Empty Conduit Only 1.00 ea 2,500.00 2,500 198 Gelato Shop - Shell Only 1.00 ea 5,000.00 5,000 199 Restrooms 2.00 ea 7,500.00 15,000 200 Trash Enclosure 1.00 ea 1,500.00 1,500 201 Storage - Shell Only 1.00 ea 1,000.00 1,000 202 Elevator Power 1.00 ea 10,000.00 10,000 203 Empty Conduit for Theater 1.00 ea 3,000.00 3,000 204 Single Point Data Connection - Conduit Only 1.00 allw 23,000.00 23,000 205 280000.00 - Electronic Safety & Security 2,920.00 LF 27.05 79,000 206 28 - Electronic Safety And Security 2,920.00 LF 27.05 79,000 18
Index Description Quantity Unit Cost Amount 31 - Earthwork 312323.00 - Fill 207 Fill By Borrow 12,478.00 cy 21.95 273,914 208 312323.00 - Fill 2,920.00 LF 93.81 273,914 314100.00 - Shoring 209 Sheet Piling at Seawall 5,455.00 sf 22.71 123,871 210 314100.00 - Shoring 2,920.00 LF 42.42 123,871 316213.19 - Precast Concrete Piles 211 Concrete Precast Vertical Piles 18" 16,662.00 lf 70.72 1,178,400 212 Concrete Precast Battered Piles 18" 19,940.00 lf 74.90 1,493,420 213 316213.19 - Precast Concrete Piles 2,920.00 LF 915.01 2,671,820 316329.00 - Drilled Concrete Piers & Shafts 214 Caissons - 24" dia Concrete Filled Steel Casing at Ramp 400.00 lf 485.00 194,000 215 Caissons - 48" dia Concrete Filled Steel Casing 1,827.00 lf 750.00 1,370,250 216 316329.00 - Drilled Concrete Piers & Shafts 2,920.00 LF 535.70 1,564,250 217 31 - Earthwork 2,920.00 LF 1,586.94 4,633,855 19
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:
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: Memorandum March 1, 2010 Page 4 of
Page 387: Memorandum March 1, 2010 Page 6 of
Page 391 and 392: ESTIMATE DETAIL The Lens Estimate T
Page 393 and 394: Index Description Quantity Unit Cos
Page 409: Index Description Quantity Unit Cos
Page 413: Index Description Quantity Unit Cos
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: Pier Competition | Page 17 Exhibit
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: Pier Competition | Page 25 Exhibit
Page 460:
MICHAEL MALTZAN ARCHITECTURE, INC.
show all

Basis of Design Book 2 - City of St. Petersburg

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?