TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 1.5 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For concrete piles. Prepared by or under the supervision of a qualified professional engineer detailing fabrication and lifting devices necessary for handling and driving piles. 1. Indicate pile dimensions, cross sections, locations, and sizes. Show details of pile splices and shoes. 2. Indicate types of reinforcement, including prestressing strand, and detail fabricating, bending, and placing. 3. Indicate layout and dimensions, and identify each pile. Indicate welded connections by AWS standard symbols. Detail cast-in hardware. 4. Indicate transportation, storage, and lifting points. 5. Include arrangement of static pile reaction frame, test and anchor piles, equipment, and instrumentation. Submit structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Delegated-Design Submittal: For concrete piles indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified Installer manufacturer and testing agency. B. Welding certificates. C. Design Mixes: For each concrete mix. D. Material Certificates: For steel reinforcements prestressing strand and concrete admixtures, from manufacturer. E. Material Test Reports: For concrete materials. F. Pile-Driving Equipment Data: Include type, make, and rated energy range; weight of striking part of hammer; weight of drive cap; and, type, size, and properties of hammer cushion. G. Static Pile Test Reports: Submit within three days of completing each test. H. Pile-Driving Records: Submit within three days of driving each pile. I. Field quality-control reports. J. Preconstruction Photographs: Photographs or video of existing conditions of adjacent construction. Submit before the Work begins. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer complying with the following: PRESTRESSED CONCRETE PILES 02457 - 2
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 1. Engineering Responsibility: Assumes engineering responsibility to comply with requirements in "Performance Requirements" Article by engaging a qualified professional engineer to prepare design calculations, Shop Drawings, and other structural data for piles. 2. PCI Plant Certification Program: Participates in PCI's Plant Certification Program and is designated a PCI-Certified Plant for B2 and C2 product group and category, or better. B. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. 1. Installer's responsibility includes engaging a qualified professional engineer to prepare pile-driving records. C. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. D. Design Practices: Comply with ACI 318 (ACI 318M) and the recommendations in PCI Committee Report: "Recommended Practice for Design, Manufacture and Installation of Prestressed Concrete Piling." E. Quality-Control Standard: For manufacturing procedures and testing requirements, quality-control recommendations, and dimensional tolerances for piles, comply with applicable requirements in PCI MNL- 116, "Manual for Quality Control for Plants and Production of Structural Precast Concrete Products." F. Comply with requirements in ACI 301, "Specifications for Structural Concrete." G. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel" 2. AWS D1.4/D1.4M, "Structural Welding Code - Reinforcing Steel." H. Preinstallation Conference: Conduct conference at Project site. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver piles to Project site in such quantities and at such times to ensure continuity of installation. Handle and store piles at Project site to prevent cracking, distorting, warping, or other physical damage, and so markings are visible. B. Lift and support piles only at designated lifting or supporting points as shown on Shop Drawings. 1.9 PROJECT CONDITIONS A. Protect structures, underground utilities, and other construction from damage caused by pile driving. B. Site Information: A geotechnical report has been prepared for this Project and is included elsewhere in the Project Manual for information only. C. Preconstruction Photographs: Inventory and record the condition of adjacent structures, underground utilities, and other construction. Provide photographs or video of conditions that might be misconstrued as damage caused by pile driving. Comply with Division 1 Section 01322 "Photographic Documentation." PRESTRESSED CONCRETE PILES 02457 - 3
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Date: TranSystems 220 St.Charles Wa
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FEDERAL EXPRESS CORPORATION STANDAR
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Exhibits Page Description of Projec
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Contractor shall provide and furnis
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(a) written modifications, addenda,
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(viii) interference by a Separate C
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Date in accordance with the terms o
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(b) The Contractor’s Fee, as adju
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segregated so as to give adequate n
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agency that issued that permit or l
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procedures that differ from, or tha
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Section 6.03. Information From Supp
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(ii) require that the Subcontractor
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execute at Contractor’s request a
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determine the adjustments in the Co
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(ii) the Contractor’s “Cost of
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In the calculation of a “Cost of
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perform the Work in the State and l
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person to be replaced, immediately
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ARTICLE 13 PERMITS, LICENSES, LAWS
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FedEx reports that the testing cons
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1,000 gallons (or, if the job site
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performance of the Work and that an
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Contract Documents, Contractor shal
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(vi) to waive and release, to the e
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Section 18.03. Assignment of Warran
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of the date on which the insurer in
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acts or omissions any of the forego
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(d) Contractor shall indemnify, def
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acknowledgement or an arbitrator’
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exercises the termination right, Co
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proposed discovery schedules to the
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corporation in any merger or other
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Section 28.16. Notices. All notices
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A-1 Exhibit A-1 to that certain Con
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Gentlemen: B-1-2 NOTICE TO PROCEED
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C-1-2 (E) a Partial Waiver of Mecha
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C-2-1 Exhibit C-2 to that certain C
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C-2-3 APPLICATION FOR PAYMENT FedEx
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C-3-2 PARTIAL WAIVER OF LIEN: MATER
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Exhibit C-4 to that certain Constru
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Exhibit C-5 to that certain Constru
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C-6-2 CONTRACTOR’S TRANSACTION TA
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D-1-2 CHANGE ORDER Agreement No. Ch
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Agreement No. Change Order Date: Ch
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D-2-2 CONSTRUCTION CHANGE DIRECTIVE
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If the bold-faced portion of this C
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5. If an exposure exists, Contracto
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F-2 the costs associated with submi
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To the extent FedEx, the TSA or the
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G-1 I. DBE PARTICIPATION Exhibit G
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G-3 2. A Women-owned Business Enter
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G-5 MONTHLY DBE COMPLIANCE REPORT P
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H-2 2. Contractor agrees that no pe
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H-4 related medical condition, a kn
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H-6 Asbestos Fluorocarbons Freon Ch
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H-8 compliance, and at such times a
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H-10 ATTACHMENT A Non-Discriminatio
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to the worker, including costs and
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Except where the context otherwise
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APPENDIX B
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June 13, 2008 File No.: 94240 GEOTE
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8.1.4 Site Drainage................
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4. Analyzing the field and laborato
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Our field engineer removed the samp
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4.0 GEOLOGIC AND SEISMIC SETTING Th
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A generalized summary of site-speci
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5.2.1 Clayey Gravel Fill Based on t
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6.0 GEOLOGIC HAZARDS Geologic hazar
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to damage in earthquake from latera
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7.2 CORROSIVITY Based on the corros
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during construction. Abandoned util
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8.1.4 Site Drainage Proper site dra
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8.2.4 Construction Considerations W
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Fa and Fv are estimated from Tables
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Kleinfelder of such intended use. B
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Tokimatsu, K. and H.B. Seed (1987),
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PLATES
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ATTACHED IMAGES: Images: SITE-VIC.j
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MAJOR DIVISIONS LTR ID DESCRIPTION
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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APPENDIX C
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June 2, 2008 Cooper Testing Laborat
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Corrosivity Test Summary CTL # 336-
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BIDDING UNDER THE PROJECT LABOR AGR
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APPENDIX C3
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INDEX PREAMBLE 3 ARTICLE I PURPOSE
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PORT OF OAKLAND MARITIME AND AVIATI
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ARTICLE I PURPOSE The Port of Oakla
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Vision 2000 additional facilities:
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(g) Construction work ancillary to
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epresentatives of all interested or
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The Committee shall meet at the cal
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applicants will be reviewed and tes
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A Agreement for the period during w
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Section 4. On work where the person
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of or in addition to any other cont
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ARTICLE IX DISPUTES AND GRIEVANCES
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Section 4. Any grievance involving
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negotiated under the applicable Sch
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forth in this Agreement and which i
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they shall be properly supervised a
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contractor requests employees to re
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ARTICLE XVII WORKING CONDITIONS Sec
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(2) Any claim for non-payment of wa
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Its Affiliated International Unions
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International Union of Elevator Con
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International Union of Operating En
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[Date] [Addressee] [Address] [Addre
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February 28, 2000 Letter of Underst
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February 28, 2000 Mr. Larry Blevins
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Letter of Understanding re: Small L
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“Notice to Tenant” “It has co
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Letter of Understanding: Union Hiri
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Letter of Understanding: Contractor
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SECTION 00550 EXHIBIT A PORT OF OAK
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10. Q. Can our company link into Dr
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ENROLLMENT INSTRUCTIONS As Easy as.
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WHO SHOULD YOUR COMMUNICATOR BE? Th
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Drugtest.com 10750 Hammerly Blvd.,
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APPENDIX D
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Section 7. Lockout and Tagging ....
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Section 2. Definitions and Acronyms
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2.3. Acronyms ANSI American Nationa
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4.3. Emergency Reporting Procedures
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4.7. Fuel Spill 4.7.1. Discharged f
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4.12. Transportation 4.12.1. It is
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MSDS dated three years earlier than
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j. Waste resulting from the work mu
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7.1.5. This procedure, when used in
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c. Personnel from other crafts perf
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Section 8. Welding, Cutting, and Bu
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