TranSystems Corporation - LGM Construction

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Tokimatsu, K. and H.B. Seed (1987), "Evaluation of Settlements in Sand Due to Earthquake Shaking," Journal of Geotechnical Engineering, Vol. 113, No. 8, pp. 861-878. Working Group on California Earthquake Probabilities (2003), "Earthquake Probabilities in the San Francisco Bay Region: 2002-2031," U.S. Geological Survey, Open File Report 03-214. Youd, T.L., I.M. Idriss, R.D. Andrus, I. Arango, G. Castro, .T. Christian, R. Dobry, W.D.L. Finn, L.F. Harder Jr., M.E. Hynes, K. Ishihara, J.P. Koester, S.S.C. Liao, W.F. Marcuson III, G.R. Martin, J.K. Mitchell, Y. Moriwaki, M.S. Power, P.K. Robertson, R.B. Seed, K.H. Stokoe II (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 10, October 2001, pp. 817-829. Youd, T.L., C.M. Hansen and S.F. Bartlett (2002), "Revised Multilinear Regression Equations for Prediction of Lateral Spread Displacement," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 12, December 2002, pp. 1007-1017. Youd, T.L. and B.L. Carter (2005), "Influence of Soil Softening and Liquefaction on Spectral Acceleration," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 7, July 2005, pp. 811-825. 94240/1(OAK8R061)/es Page 28 of 29 June 13, 2008 © 2008 Kleinfelder
TABLE 2 SUMMARY OF COMPACTION RECOMMENDATIONS Area Compaction Recommendation (1),(2),(3),(4),(5) General Engineered Fill Compact to at least 90 percent compaction at above optimum moisture content for native clayey and silty soils and at near optimum moisture content for imported granular soils. Imported Fill Compact to at least 90 percent compaction at near or above optimum moisture content. Trenches (6) Compact to at least 90 percent compaction at above optimum moisture content for native clayey or silty soils and at near optimum moisture content for imported granular soils. Concrete Floor Slabs Compact upper 12 inches of subgrade to a minimum of 90 percent at above optimum moisture content in clayey or silty soils Exterior Flatwork Compact upper 12 inches of subgrade to a minimum of 90 percent at above optimum moisture content in clayey or silty soils or upper 12 inches of subgrade to a minimum of 90 percent at near optimum for sandy or gravelly soils. Parking and Access Driveways Compact upper 8 inches of subgrade to a minimum of 90 percent compaction at above optimum moisture content. Compact baserock to a minimum of 95 percent compaction near optimum moisture content. Notes: (1) All compaction requirements refer to relative compaction as a percentage of the laboratory standard described by ASTM D1557. (2) Depths are below finished subgrade elevation. (3) Fill material should be compacted in lifts not exceeding 8 inches in loose thickness. (4) All subgrades should be firm and unyielding. (5) Fills greater than 7 feet in depth should be compacted to a minimum of 95 percent below 7 feet. (6) In landscaping areas only, percent compaction in trenches may be reduced to 85 percent. 94240/1(OAK8R061)/es Page 29 of 29 June 13, 2008 © 2008 Kleinfelder
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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
Page 1031 and 1032: H-4 related medical condition, a kn
Page 1033 and 1034: H-6 Asbestos Fluorocarbons Freon Ch
Page 1035 and 1036: H-8 compliance, and at such times a
Page 1037 and 1038: H-10 ATTACHMENT A Non-Discriminatio
Page 1039 and 1040: to the worker, including costs and
Page 1041 and 1042: Except where the context otherwise
Page 1043: APPENDIX B
Page 1051: June 13, 2008 File No.: 94240 GEOTE
Page 1054 and 1055: 8.1.4 Site Drainage................
Page 1056 and 1057: 4. Analyzing the field and laborato
Page 1058 and 1059: Our field engineer removed the samp
Page 1060 and 1061: 4.0 GEOLOGIC AND SEISMIC SETTING Th
Page 1062 and 1063: A generalized summary of site-speci
Page 1064 and 1065: 5.2.1 Clayey Gravel Fill Based on t
Page 1066 and 1067: 6.0 GEOLOGIC HAZARDS Geologic hazar
Page 1068 and 1069: to damage in earthquake from latera
Page 1070 and 1071: 7.2 CORROSIVITY Based on the corros
Page 1072 and 1073: during construction. Abandoned util
Page 1074 and 1075: 8.1.4 Site Drainage Proper site dra
Page 1076 and 1077: 8.2.4 Construction Considerations W
Page 1078 and 1079: Fa and Fv are estimated from Tables
Page 1080 and 1081: Kleinfelder of such intended use. B
Page 1084 and 1085: PLATES
Page 1086 and 1087: ATTACHED IMAGES: Images: SITE-VIC.j
Page 1088 and 1089: MAJOR DIVISIONS LTR ID DESCRIPTION
Page 1090 and 1091: L:\2008\08PROJECTS\94240\94240.GPJ
Page 1098 and 1099: APPENDIX C
Page 1100 and 1101: June 2, 2008 Cooper Testing Laborat
Page 1102 and 1103: Corrosivity Test Summary CTL # 336-
Page 1104 and 1105: BIDDING UNDER THE PROJECT LABOR AGR
Page 1106 and 1107: APPENDIX C3
Page 1108 and 1109: INDEX PREAMBLE 3 ARTICLE I PURPOSE
Page 1110 and 1111: PORT OF OAKLAND MARITIME AND AVIATI
Page 1112 and 1113: ARTICLE I PURPOSE The Port of Oakla
Page 1114 and 1115: Vision 2000 additional facilities:
Page 1116 and 1117: (g) Construction work ancillary to
Page 1118 and 1119: epresentatives of all interested or
Page 1120 and 1121: The Committee shall meet at the cal
Page 1122 and 1123: applicants will be reviewed and tes
Page 1124 and 1125: A Agreement for the period during w
Page 1126 and 1127: Section 4. On work where the person
Page 1128 and 1129: of or in addition to any other cont
Page 1130 and 1131: 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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