TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 B. Type 2 C. Type 3 2.5 CLEANOUTS Floor drain shall be Watts FD-340-Y-SET. Description: Coated cast iron floor drain body with double drainage flange, weep holes, bottom outlet, inside caulk connection, 1/2” trap primer tap and adjustable strainer. Strainer: Polished nickel bronze. Trap: Deep seal "P" trap. Floor drain shall be Josam Series 30000-A, or similar by Wade, Smith or Watts. Description: Coated cast iron floor drain body with double drainage flange, weep holes, bottom outlet, inside caulk connection, 1/2” trap primer tap and adjustable strainer. Strainer: Polished nickel bronze with secured grate, vandal-proof screws. Trap: Deep seal "P" trap. Floor drain shall be Josam Series 30000-PD, or similar by Wade, Smith or Watts. A. General - Cleanouts inside the building shall be gas-tight. Where cleanouts are on buried or concealed lines, they shall extend flush to the finished floor or grade. Provide "T" handle for removal of cleanout plugs. B. Floor Cleanouts for Office Areas (Finished Spaces) - Cleanouts shall consist of "Y" fittings full size of the pipe to 4" in diameter and not less than 4" for larger sizes. Recessed plug shall be bronze with countersunk rectangular slot. Cover shall be secured nickel bronze. Provide "T" handle for recessed plug and carpet cleanout marker for carpeted areas. Cleanout to be Josam Series 57000, or similar by Wade, Smith, Zurn, or Watts. C. Floor Cleanouts for All Other Areas – Cleanouts shall consist of “Y” fittings full size of pipe to 4” in diameter and not less than 4” for larger sizes. Recessed plug shall be bronze with rectangular countersunk slot. Cover shall be secured extra heavy duty ductile iron suitable for fork truck traffic. Provide “T” handle for recessed plug. Cleanout shall be Josam Series 56060, or similar by Wade, Smith, Zurn, or Watts. D. Wall Cleanouts - Cleanouts shall consist of "Y" fittings full size of pipe to 4" in diameter and not less than 4" for larger sizes. Plug shall be bronze with rectangular countersunk slot. Provide "T" handle for recessed plug. Provide cover with nail anchors. Frame and cover shall be nickel bronze. Cover shall be Josam Series 58640, or similar by Wade, Smith, Zurn, or Watts. 2.6 MANHOLES A. Manholes shall be in accordance to EBMUD (East Bay Municipal Utility District) Requirements. SOIL AND WASTE SYSTEM 15405-3
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 PART 3 - EXECUTION 3.1 INSTALLATION A. Drainage lines shall be properly vented, graded, and trapped to conform to local and state requirements. B. Each fixture shall be vented and trapped. Each vent shall be extended through the roof. Where one vertical vent line connects to another, an inverted "Y" fitting shall be used. C. Floor drain elevation shall be set to a tolerance of +0", -1/8". D. Horizontal soil and waste lines within the building shall be graded 1/4" per foot unless otherwise noted on the Drawings. Horizontal soil and waste lines outside the building shall be graded in accordance with the inverts shown on the Drawings. D. Changes in direction shall be made with "Y" fittings, combination "Y" and eighth bends or one eighth bends. Offsets in soil and waste pipes shall not be permitted when they can be avoided. Offsets shall be made with 45 degree bends or similar fittings. E. Cleanouts shall be provided in Soil and Waste piping where shown on the Drawings at the ends of all mains, at intersection of branches with mains, at the base of vertical stacks, at intermediate points of long runs so as not to exceed 40 feet between cleanouts, and at other points required by applicable codes so that all piping is accessible throughout. F. Rough-in and make final connections to all equipment as noted in the Drawings. Verify all locations for roughing-in with the equipment supplier prior to beginning work. G. Products shall be protected after installation until construction is completed and accepted by the Owner. When ready for use, the Contractor shall remove all protection and place the equipment in operation. H. The Contractor shall be responsible for products until acceptance by the Owner. I. All products shall be installed square, in line and level to give a workmanlike and uniform appearance. J. The Plumbing Contractor shall be present during all concrete pours where floor drains, cleanouts, and other items requiring elevation alignment occurs. The Plumbing Contractor shall adjust the finish elevation of these items at this time. K. Exposed vertical piping shall be installed perfectly plumb. L. Refer to Section 15050, BASIC MATERIALS AND METHODS. 3.2 TESTING A. Piping shall be tested in accordance with Specification Section 15425, PIPING TESTS. SOIL AND WASTE SYSTEM 15405-4
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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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