TranSystems Corporation - LGM Construction

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4. Analyzing the field and laboratory data and performing engineering analyses to develop conclusions and recommendations; and 5. Preparing this report. Environmental evaluations, assessments and analytical testing are outside the scope of this study. 94240/1(OAK8R061)/es Page 2 of 29 June 13, 2008 © 2008 Kleinfelder
2.1 GENERAL 2.0 FIELD EXPLORATION The purpose of the field exploration program was to provide geotechnical information within the vicinity of the proposed improvements. During the field exploration we gathered information on 1) soil type, 2) soil shear strength, 3) groundwater levels and 4) stratigraphy. The field exploration program included drilling and logging two exploratory borings, designated KB-1 and KB-2. The approximate exploration locations are shown on the Site Plan, Plate 2. The borings were both drilled to 50.5 feet below existing ground surface (bgs). Kleinfelder selected the number, locations and depths of the borings. Prior to drilling, we obtained a drilling permit from Alameda County Public Works Agency. Boring locations were cleared through Underground Service Alert. The locations of the borings were not surveyed. We estimated ground surface elevations based on a site topographic map, dated April 15, 2008, provided by <strong>TranSystems</strong>. Logs of the borings are presented in Appendix A. Plate A-1 in Appendix A contains a key to the terms and symbols used on the boring logs. 2.2 DRILLING AND SAMPLING METHODS The borings were drilled on May 16, 2008 by V & W Drilling, Inc., of Rio Vista, California. The borings were performed using a truck-mounted ‘CME 75’ drill rig equipped with 7-inch-diameter augers, utilizing the rotary-wash drilling technique. We sampled the borings with close sampling intervals in the upper 10 feet and at approximate 5-foot intervals thereafter. Soils were sampled by driving a 2.5-inch outer diameter (OD), 2.0-inch inner diameter (ID) split-barrel (Modified California) sampler into the soil. The samplers were driven 18 inches into the soil using a 140-pound hammer falling 30-inches. The number of blows required to drive the samplers the last 12 inches is noted on the boring logs. Note that the blow counts shown on the logs are uncorrected values that have not been adjusted for such factors as overburden stress, sampling equipment energy variation, or fines content. 94240/1(OAK8R061)/es Page 3 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
Page 1005 and 1006: Exhibit C-5 to that certain Constru
Page 1007 and 1008: C-6-2 CONTRACTOR’S TRANSACTION TA
Page 1009 and 1010: D-1-2 CHANGE ORDER Agreement No. Ch
Page 1011 and 1012: 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 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 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
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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
Page 1118 and 1119:
epresentatives of all interested or
Page 1120 and 1121:
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
Page 1134 and 1135:
negotiated under the applicable Sch
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forth in this Agreement and which i
Page 1138 and 1139:
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
Page 1162 and 1163:
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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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