Basis of Design Book 2 - City of St. Petersburg

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Brian Coakley Preconstruction Support Personal Stats 23 years in the industry New Jersey Institute of Technology B.S., Construction/ Contracting Engineering Technology Highlighted Projects Union County College A.S., Civil/Construction Engineering Technology Role and Expertise Brian directs and manages the preconstruction team and process. He works closely with the A/E and owner to ensure that all necessary resources are supplied for the preconstruction effort, beginning with the programming documents and schematic design phase. Brain is responsible for the cost estimating, GMP development, value engineering, and works closely with the construction team to develop the bid packages and determine best value recommendations. He also has a staff of architectural, structural, civil, mechanical and electrical estimators available to support the reconstruction effort as required. Brian will work with key members of the project team during preconstruction for constructability, site utilization and scheduling reviews. “ My long history working on projects of this scope puts me in the perfect position to assist the team in ensuring success. I’ve worked on dozens of high-profile projects and am looking forward to sharing my insights with the City and the design team. ” Additional Projects •• Morton Plant Patient Tower, Clearwater, FL ($141 million) Florida Polytechnic Lakeland, FL $80 million, 160,000-SF, Phase I of Florida Polytechnic, consists of 160,000-GSF Innovation Science and Technology Building including research labs, teaching labs, classrooms, office space, study space, support space, student spaces and common areas. Canaveral Port Cruise Terminal 6 Cape Canaveral, FL $25.6 million,110,000-SF, design-build, twostory cruise terminal and surrounding site to further expand cruise operations. •• Morton Plant Mease, Central Utility Plant, Safety Harbor, FL ($35 million) •• Shands HealthCare, Medical Office Building, Gainesville, FL ($26 million) •• Duke University Genetics Institute Project, Durham, NC ($30 million) 958-26 CMAR with GMP for the Municipal Pier Replacement Project A. Experience and Qualifications Page 32
Mark Apaliski Preconstruction Personal Stats 35 years in the industry Polytechnic Institute and State University B.S., Civil Engineering, Virginia Highlighted Projects Role and Expertise Mark has extensive experience in preconstruction activities for marine work, including wharfs, piers, and tunnels; interchanges, highways, and bridges, including bridges over water; and industrial plant expansions and renovations. As Mark is responsible for: •• Review of scope of work and selection of cost effective construction methods used in bids and proposals •• Bid preparation/cost modeling for lump sum, cost plus and budget proposals •• Review and adjudication of all estimates, including review with operations and executive management •• Assist in preparation of cost analysis for jobsite cost control, cash flow and manpower projections, and detailed schedules. “ I find it rewarding to identify project challenges, develop creative solutions, and then see them through to a successful completion. I look forward to working with this team on this exciting, iconic project in the heart of St. Pete. ” Additional Projects •• VDOT’s Midtown Tunnel PPP project ($1.4 billion) •• District DOT’s 11th St. Bridge ($260 million) •• DelDOT’s Indian River Bridge ($150 million) •• VDOT’s Pinners Point Interchange, featuring six major bridges, including one 3,300 foot long bridge over water ($155 million) SCDOT Cooper River Bridge Charleston, SC $215 million. Skanska was awarded a designbuild contract to construct a 2.5-mile bridge over the Cooper River from I-26 in Charleston to Coleman Boulevard in Mount Pleasant. The project, completed one year ahead of schedule, was a fast tracked with a total duration of 48 months for design and construction. Skanska was the managing partner of a joint venture. FDOT I-10 Escambia Bay Bridges Pensacola, FL $164 million, Skanska was awarded a designbuild contract to replace the I-10 bridges, which had been severely damaged by Hurricane Ivan. Skanska was the managing partner of a joint venture. The two replacement bridges are approximately 2.5 miles long and have three 12- foot travel lanes with 10-foot inside and outside shoulders. The bridges are founded on 140,000 feet of 36-inch, voided, square, prestressed concrete piles. 958-26 CMAR with GMP for the Municipal Pier Replacement Project A. Experience and Qualifications Page 33
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THE NEW ST. PETERSBURG PIER BASIS O
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CONTENT: BASIS OF DESIGN BOOK 1 1 2
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AST. PETERSBURG PIER SITE CONDITION
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2. Parking Lots Parking lots exhibi
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4. Entrance Plaza The Entrance Plaz
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Electrical: There is a series of ab
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B. Bulkhead The bulkhead or seawall
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C. Existing Pier The existing Pier
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5. Navigational Access The current
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Meeting with City Engineers 6/28 A
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Meeting Minutes (Rev 01) project Th
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CCONCEPTUAL FIRE SAFETY STRATEGY PR
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6.0 RB initially expressed concern
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idge, highway & rail engineering en
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St. Petersburg Pier Page 3 MEG File
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1509 W. Swann Avenue, Suite 225 Tam
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ERP Permit Application: New St. Pet
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PART 3: A. Owner(s) of Land B. Appl
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PART 8: A. If there have been any p
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ENVIRONMENTAL RESOURCE PERMIT APPLI
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5. Summarize impacts to wetlands an
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E. Drainage Information 1. Provide
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TABLE ONE: PROJECT WETLAND AND OTHE
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TABLE THREE: PROJECT OFF-SITE MITIG
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TABLE FIVE: SUMMARY OF SHORELINE ST
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Soil Map-Pinellas County, Florida (
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25 18 ALBERT WHITTED AIRPORT 36
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ALBERT WHITTED AIRPORT 36
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TECHNICAL M E M O R A N D U M TO: F
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St. Petersburg Pier - Environmental
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St. Petersburg Pier - Environmental
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G:\x\PROJECTS\002037_StPetePierEval
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ALBERT WHITTED AIRPORT TECHNICAL ME
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Underwater Feature Technical Worksh
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6. Limestone definitely preferred f
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Participant List Participant Peter
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Dr. Betzer mentioned the names of s
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Technical Interview 5 Summary of In
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scientific community and the design
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GHYDRODYNAMICS AND FLUSHING OF THE
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TABLE OF CONTENTS 1.0 INTRODUCTION
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LIST OF FIGURES 2-1 Location of St.
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1.0 INTRODUCTION The City of St. Pe
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loop structure. For the flushing ev
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Figure 2-3b. Marina Construction De
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Figure 2-4. Locations of NOAA Tide
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3.0 MODELING APPROACH Based upon th
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4.0 MODEL INPUTS 4.1 SIMULATION PER
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Figure 4-2. Tampa Bay Model Grid in
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Figure 4-4. Tampa Bay Model Grid in
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Figure 4-5. Model Tidal forcing Fig
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5.0 MODEL CALIBRATION 5.1 TIDES Fig
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Available current data for the NOAA
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6.0 EVALUATION OF FLUSHING IN MARIN
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Figure 6-1c. Plan View Showing Flus
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Figures 6-2a-e present time series
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Figure 6-2e. Time Series Plot of Pe
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HPIER ADVISORY TASK FORCE REPORT
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Vision/Guiding Principles and Conte
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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: Walter Benoit Project Controls Pers
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
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The New St. Petersburg Pier Life Cy
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The New St. Petersburg Pier Revenue
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The New St. Petersburg Pier Annual
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OST. PETERSBURG PIER REQUEST FOR QU
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Pier Competition | Page 1 STAGE 1 P
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Pier Competition | Page 3 Vision IV
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Pier Competition | Page 5 The Trans
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Pier Competition | Page 7 VI. Compe
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Pier Competition | Page 9 Relevant
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Pier Competition | Page 11 The foll
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Pier Competition | Page 13 Team Bac
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Pier Competition | Page 15 Exhibit
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Pier Competition | Page 19 8. Debar
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Pier Competition | Page 21 Disputes
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Pier Competition | Page 23
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MICHAEL MALTZAN ARCHITECTURE, INC.
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Basis of Design Book 2 - City of St. Petersburg

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