TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 ST-2 SIZE - 2-1/2 inch and larger. PRESSURE - 125 psig W.S.P., 175 psig W.O.G. CONNECTION - Flanged. MATERIAL - Iron. MISCELLANEOUS - Y-type. MFR. AND MODEL - Warren Webster Series 78, Crane 989-1/2, Metraflex Style M-1, Armstrong, Mueller Steam Specialties. 2.8 BRANCH CONNECTIONS A. Branch connections shall be made with standard fittings of the type required for the service unless otherwise specified or detailed. 2.9 PRESSURE GAUGES A. Pressure gauges shall have a range as required for specific application, normal operation in middle 2/3 of scale, not less than 4-1/2 inch dia. propylene liquid filled, cast aluminum case, 1 percent accuracy and provided with gauge cock and pressure snubber. When connected to pumps for measurements of heads, gauges shall be calibrated in psig and feet water. Pressure gauges shall be liquid filled and provided with snubbers. B. Provide acrylic plastic window. C. Gauge shall be Trerice 450 Series or similar by Weksler or U.S. Gauge. 2.10 THERMOMETER A. Thermometer shall be of the separable well, adjustable angle type with vertical scale, clear acrylic plastic window, red reading mercury tube, 9 inch cast aluminum case with polished stainless steel front, and white face with black scale markings. Brass stem 3/4 inch N.P.T., 3-1/2 inches long. Install thermometers in separate socket filled with non-solidifying heat conductive paste. Thermometers for ducts shall be of the same general design, but equipped with flange for duct insertion. Cold Water: 0 - 100 deg F Range. Hot Water: 30 - 240 deg F Range. B. Thermometer shall be Trerice type A-405 or similar by Taylor, Weksler, or U.S. Gauge. 2.11 PIPE HANGERS AND SUPPORTS A. Provide and install pipe hangers and supports. B. Chain, perforated and flat steel strip hangers shall not be acceptable. Clevis type hangers shall be used with sway bracing provided to minimize vibration. BASIC MATERIALS AND METHODS 15050-7
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 C. Hangers provided for insulated lines shall be sized for the outside diameter of the applied insulation. Provide temporary wooden blocks, properly sized for the insulation thickness, which will accurately center the pipe in the hanger and enable the insulation to be applied without disturbing hanger settings. D. Black steel hangers and supports shall be protected from corrosion by painting with suitable coating. E. Hangers - Insulated Piping - Hangers used with insulated piping shall be sized to accommodate the pipe and insulation, and shall have a support shield, as specified in SECTION 15250 - INSULATION, to prevent the hanger from compressing the insulation. Hanger shall be clevis type with rod and double nuts and washers. Hangers shall be black, Anvil Figure 260, or similar by B- Line or Michigan Hanger. F. Hangers - Bare Ferrous Piping - Hangers for bare ferrous pipe shall be the clevis type with rod and double nuts and washers. Hanger shall be black, Anvil Figure 260, or similar by B-Line or Michigan Hanger. G. Hangers - Bare Copper Piping - Hangers for bare copper pipe shall be clevis type with rod and double nuts and washers, and shall be copper plated. Hanger shall be Anvil Figure CT-65 or similar by B-Line or Michigan Hanger. H. Vertical piping shall be supported and laterally braced in intervals not exceeding 15 feet. Support vertical piping with clamp installed below coupling or hub. Clamp assembly shall be black, Anvil Figure 138 R (Non-Insulated Ferrous Pipe, 3/8 - 3 inch), black, Anvil Figure 261 (Insulated or Non- Insulated Ferrous Pipe, 3/4 - 20 inch), copper plated Anvil Figure CT-122 R (Copper Tubing, 1/2 - 2 inch), copper plated Anvil Figure CT-121 (Copper Tubing, 1/2 -4 inch), or similar by B-Line. 2.12 BEAM CLAMPS AND ATTACHMENTS A. Beam clamps for pipe sizes 3 inch and smaller - Clamps for attachment to I-beam or steel joists shall be malleable iron C-clamps with hardened steel cup point set screw, locknut and retaining clip (I-beam clamp). Clamp shall be Grinnell Figure 86 (I-beam clamp), Figure 93 or 94 (steel joist) or similar by Michigan Hanger. B. Beam clamps for pipe sizes 4 inch and larger - Clamps for attachment to I-beam or steel joists shall be malleable iron jaw steel tie rod, nuts and washer. Clamp shall be Grinnell Figure 228, 229, or 292. C. Fastening devices for material other than steel beams or joists shall be of equal quality and construction. D. Provide alternate means of attachment for tube steel building construction. 2.13 SLEEVES A. Sleeves shall be standard weight galvanized steel pipe with welded anchor lugs. 2.14 ESCUTCHEON PLATES A. Galvanized escutcheons or plates shall be securely fastened around pipes that are exposed where they pass through wall, ceilings, or floors. BASIC MATERIALS AND METHODS 15050-8
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Page 637 and 638: 501070099 Federal Express Oakland S
Page 687: 501070099 Federal Express Oakland S
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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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