TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 SECTION 02763 - PAVEMENT MARKINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes painted markings applied to asphalt and concrete pavement. B. Related Requirements: 1. Section 02512 "Hot Mix Asphalt" for painting on asphalt. 2. Section 09912 "Interior Painting" for painting interior concrete surfaces other than pavement. C. Comply with Section 84 of the Caltrans Standard Specifications, latest edition. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Review methods and procedures related to marking pavement including, but not limited to, the following: 1.4 ACTION SUBMITTALS a. Pavement aging period before application of pavement markings. b. Review requirements for protecting pavement markings, including restriction of traffic during installation period. A. Product Data: For each type of product. 1. Include technical data and tested physical and performance properties. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements per Caltrans. 1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section. PAVEMENT MARKINGS 02763 - 1
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 1.6 FIELD CONDITIONS A. Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F (4.4 deg C) for alkyd materials and 55 deg F (12.8 deg C) for water-based materials, and not exceeding 95 deg F (35 deg C) . PART 2 - PRODUCTS 2.1 PAVEMENT- MARKING PAINT A. Pavement-Marking Paint: Alkyd-resin type, lead and chromate free, ready mixed, complying with AASHTO M 248, Type N; colors complying with FS TT-P-1952. 1. Color: yellow for stripping and pavement markings; blue and white for handicap striping as indicated. B. VOC Content: Pavement markings used on building interior shall have a VOC content of 150 g/L or less. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that pavement is dry and in suitable condition to begin pavement marking according to manufacturer's written instructions. B. Proceed with pavement marking only after unsatisfactory conditions have been corrected. 3.2 PAVEMENT MARKING A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Architect. B. Allow paving to age for a minimum of 30 days before starting pavement marking. C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils (0.4 mm) . 1. Apply graphic symbols and lettering with paint-resistant, die-cut stencils, firmly secured to pavement. Mask an extended area beyond edges of each stencil to prevent paint application beyond the stencil. Apply paint so that it cannot run beneath the stencil. 2. Broadcast glass beads uniformly into wet markings at a rate of 6 lb/gal. (0.72 kg/L). PAVEMENT MARKINGS 02763 - 2
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--> --> --> --> INSTRUCTIONS • Us
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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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