TranSystems Corporation - LGM Construction

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5.2.1 Clayey Gravel Fill Based on the results of our exploratory boring program, the site is underlain by 11 to 14 feet of heterogeneous artificial fill materials. Both test borings encountered fill material, which is consistent with the geologic map produced by Graymer (2000). The fill soils consist of medium dense clayey gravels with sand. 5.2.2 Poorly Graded Hydraulically Placed Sand Fill Beneath the clayey gravel fill materials, hydraulically placed, very loose to medium dense, poorly graded liquefiable sand and clayey sand fill was encountered in both borings. In boring KB-1, the sand was encountered between 13 feet and 34 feet bgs. In boring KB-2, the sand interbedded with medium stiff to stiff lean clay was between 13.5 and 26.5 feet bgs. Based on the loose to medium dense strength of some of the fill sand encountered, we consider these fill sands to be potentially liquefiable under the effects of a strong earthquake. The hydraulically placed gray sand fill soils noted above were likely placed at some time during the 1950’s to late 1960’s. 5.2.3 San Antonio Formation Alluvium Underlying the hydraulically placed sand fill, we encountered alluvial basin soils to the depths explored, which consisted of interbedded gravel, sand, sandy clay, and lean clay of the San Antonio formation. The alluvial sand and gravel are generally medium dense to dense, with occasional thin layers of clay and silt. Silt and clay layers are generally medium to very stiff with varying amounts of sand and fine gravel. 5.3 GROUNDWATER As noted in Section 2.4, we advanced a third boring to 12 feet bgs, immediately adjacent to boring KB-2; no logs were produced for this boring as the stratigraphy was the same as boring KB-2. We first encountered free groundwater at 12 feet bgs, immediately following drilling, and then at 10 feet bgs, after approximately 10 minutes. 94240/1(OAK8R061)/es Page 10 of 29 June 13, 2008 © 2008 Kleinfelder
Depth-to-water measurements are noted on boring log KB-2. Because groundwater levels were measured soon after completion of the borehole, the levels recorded likely do not represent stabilized groundwater. We have assumed a groundwater level of Elevation +3 feet, msl for our engineering analyses. This assumed groundwater elevation is within the range reported by CGS (2003) for the site vicinity. Because the project site lies close to the Oakland Estuary, San Leandro Bay and other tidally-influenced water bodies, we expect groundwater levels may fluctuate in response to tidal movement. It is also possible that the groundwater level could temporarily rise to the ground surface during periods of extensive rainfall and heavy surface runoff. We note that our groundwater level observations were made in mid-May 2008, following an unusually dry winter. 5.4 VARIATIONS IN SUBSURFACE CONDITIONS Our interpretations of soil and groundwater conditions, as described above, are based on data obtained from our borings, our geologic research and laboratory data collected for this study. The conclusions and recommendations that follow are based on those interpretations. It is likely that undisclosed variations in subsurface conditions exist at the site, particularly with respect to fill thickness and composition, and that seasonal variations in groundwater levels will occur. 94240/1(OAK8R061)/es Page 11 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
Page 1013 and 1014: D-2-2 CONSTRUCTION CHANGE DIRECTIVE
Page 1015 and 1016: 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 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 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
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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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