TranSystems Corporation - LGM Construction

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to damage in earthquake from lateral spreading at multiple locations (A. F. Rauch, 1997). Lateral spreading movements typically are greatest near a free-face (such as the bay waterfront dikes) and diminish with distance from the free-face. Because the project site is relatively level and is not adjacent to an open slope face, we do not anticipate lateral spreading at the site. 94240/1(OAK8R061)/es Page 14 of 29 June 13, 2008 © 2008 Kleinfelder
7.0 DISCUSSIONS AND CONCLUSIONS Based on our review of the field exploration, laboratory data collected to date, and engineering analyses, we believe that the project as currently proposed is feasible from a geotechnical standpoint, provided that the recommendations presented in this report are incorporated into the design. The discussions and conclusions that follow are based on design information provided by the project Structural Engineer (<strong>TranSystems</strong>), the results of our field investigations, our engineering analyses, and our professional judgment. Recommendations regarding site grading and foundation design are presented in the “Recommendations” section of this report. 7.1 FOUNDATION TYPE Beneath the existing asphalt concrete pavement section, the site is underlain by medium dense clayey gravel fill. Based on the relatively light loads of the proposed structure, we believe the building can be supported on a shallow spread footing foundation. However, because of the potential of 2.5 inches of liquefaction derived settlement (see Section 6.3), we judge a shallow mat foundation would be able to span the anticipated differential settlement. We anticipate total and differential static settlements due to foundation pressures for a mat foundation to be less than ½ inch and ¼ inch over a horizontal distance of about 100 feet, respectively, provided that the design recommendations contained in the “Recommendations” section of this report are followed. Foundation settlements should be primarily elastic in nature, with a majority of the estimated settlement occurring upon the application of the load during the construction. In addition to the elastic settlements, maximum liquefaction-induced settlement of up to 2.5 inches is likely to occur at the site during a seismic event as discussed in the “Seismic Hazards” section of this report. 94240/1(OAK8R061)/es Page 15 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
Page 1017 and 1018: 5. If an exposure exists, Contracto
Page 1019 and 1020: F-2 the costs associated with submi
Page 1021 and 1022: To the extent FedEx, the TSA or the
Page 1023 and 1024: G-1 I. DBE PARTICIPATION Exhibit G
Page 1025 and 1026: G-3 2. A Women-owned Business Enter
Page 1027 and 1028: G-5 MONTHLY DBE COMPLIANCE REPORT P
Page 1029 and 1030: 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 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 1082 and 1083: Tokimatsu, K. and H.B. Seed (1987),
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
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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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