TranSystems Corporation - LGM Construction

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MAJOR DIVISIONS LTR ID DESCRIPTION MAJOR DIVISIONS LTR COARSE GRAINED SOILS Notes: 0800, 5/31 PROJECT NO. GRAVEL AND GRAVELLY SAND AND SANDY 0745, 5/31 PEN TV:Su GW GP GM GC SW SP SM SC Bulk Sample UNIFIED SOIL CLASSIFICATION SYSTEM Well-graded sands or gravelly sands, little or no fines. Poorly-graded sands or gravelly sands, little or no fines. Silty sand. Clayey sand. Modified California Sampler 2.5 inch O.D., 2.0 inch I.D. California Sampler, 3.0 inch O.D., 2.5 inch I.D. Shelby Tube 3.0 inch O.D. Approximate water level observed in boring following drilling Pocket Penetrometer reading, in tsf Torvane shear strength, in ksf Inorganic silts and very fine sands, rock flour or clayey silts with slight plasticity. Inorganic lean clays of low to medium plasticity, gravelly clays, sandy clays, silty clays. The lines separating strata on the logs represent approximate boundaries only. The actual transition may be gradual. No warranty is provided as to the continuity of soil strata between borings. Logs represent the soil section observed at the boring location on the date of drilling only. 94240 Well-graded gravels or gravel with sand, little or no fines. Silty gravels, silty gravel with sand mixture. FINE GRAINED Clayey gravels, clayey gravel with sand mixture. SOILS Standard Penetration Split Spoon Sampler 2.0 inch O.D., 1.4 inch I.D. ML MH CH BORING LOG LEGEND FEDEX SECURITY SCREENING BUILDING SALLY RIDE WAY AT AIR CARGO WAY OAKLAND INTERNATIONAL AIRPORT OAKLAND, CALIFORNIA CL OL ID Inorganic elastic silts, micaceous or diatomaceous or silty soils. Inorganic fat clays (high plasticity). Approximate water level first observed in boring. Time recorded in reference to a 24 hour clock. NR LL PI %-#200 DS C PHI Poorly-graded gravels or gravel with sand, little or no fines. NO RECOVERY LIQUID LIMIT PLASTICITY INDEX SIEVE ANALYSIS (#200 SCREEN) DIRECT SHEAR COHESION (PSF) FRICTION ANGLE SILTS AND CLAYS SILTS AND CLAYS HIGHLY ORGANIC SOILS TX CONSOL R-Value SE EI FS TRIAXIAL SHEAR CONSOLIDATION RESISTANCE VALUE SAND EQUIVALENT EXPANSION INDEX FREE SWELL (U.S.B.R.) Blow counts represent the number of blows a 140-pound hammer falling 30 inches required to drive a sampler through the last 12 inches of an 18 inch penetration, unless otherwise noted. OH Pt DESCRIPTION Organic silts and organic silt-clays of low plasticity. Organic clays of medium high to high plasticity. Peat and other highly organic soils. PLATE A-1 6/11/2008 5:30:58 PM
L:\2008\08PROJECTS\94240\94240.GPJ Date Completed: Logged By: Total Depth: Depth,ft 5 10 15 20 25 FIELD Sample Blows/ft 32 18 11 18 19 4 NR 34 45 5/16/08 C. Varela Approximately 51.5 ft Dry Density pcf Moisture Content % Compress. 119 113 121 114 16.1 17.6 15.7 18.9 PROJECT NO. 94240 LABORATORY Strength tsf 1.30 @ 12.4% Other Tests Corrosion Test LL=42; PI=28 -#200=20% -#200=15% Pen, tsf Drilling method: Hammer Wt: Notes: Surface Elevation: ASPHALT CONCRETE - 6 inches thick over AGGREGATE BASEROCK - 8 inches thick CLAYEY GRAVEL with SAND (GC) - brown, moist, medium dense, fine-grained gravel (FILL) CLAYEY GRAVEL with SAND (GC) - gray, moist, medium dense, fine to medium-grained gravel (FILL) - loose - wet, medium dense CLAYEY SAND (SC) - dark gray, wet, very loose, fine to medium-grained sand - medium dense - dense Mud Rotary CME 75 Drill Rig 140 lbs., 30" drop Asphaltic-Concrete pavement LOG OF BORING NO. KB-1 DESCRIPTION Estimated 9 feet (MSL) FEDEX SECURITY SCREENING BUILDING SALLY RIDE WAY AT AIR CARGO WAY OAKLAND INTERNATIONAL AIRPORT OAKLAND, CALIFORNIA PLATE A-2 6/13/2008 11:54:28 AM
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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
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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
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 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 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
Page 1132 and 1133: Section 4. Any grievance involving
Page 1134 and 1135: negotiated under the applicable Sch
Page 1136 and 1137: forth in this Agreement and which i
Page 1138 and 1139:
they shall be properly supervised a
Page 1140 and 1141:
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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Page 1158 and 1159:
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
Page 1166 and 1167:
Letter of Understanding: Union Hiri
Page 1168 and 1169:
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
Page 1174 and 1175:
ENROLLMENT INSTRUCTIONS As Easy as.
Page 1176 and 1177:
WHO SHOULD YOUR COMMUNICATOR BE? Th
Page 1178 and 1179:
Drugtest.com 10750 Hammerly Blvd.,
Page 1180 and 1181:
APPENDIX D
Page 1182 and 1183:
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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