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L:\2008\08PROJECTS\94240\94240.GPJ Depth,ft 30 35 40 45 50 55 60 Sample FIELD 17 15 41 67 NR Blows/ft 70/5" PROJECT NO. Dry Density pcf Moisture Content % Compress. 94240 14.9 15.7 LABORATORY Strength tsf Other Tests -#200=33% Su = 0.4 ksf (Torvane) Su = 0.8 ksf (Torvane) -#200=10% Pen, tsf 2.0 (Continued from previous plate) CLAYEY SAND (SC) - continued - medium dense SANDY LEAN CLAY (CL) - olive brown, moist, medium stiff POORLY GRADED SAND with CLAY (SP-SC) - brown, moist, dense, medium to coarse-grained sand, trace fine gravel POORLY GRADED GRAVEL (GP) - gray-brown, wet, dense, fine-grained gravel - refusal, no recovery, fine to coarse gravel slough (1 inch maximum) Boring terminated at approximately 51.5 feet. Boring backfilled with cement grout. Blow counts shown are raw, uncorrected values. Terms & symbols used on the logs are defined on plate A-1. LOG OF BORING NO. KB-1 DESCRIPTION FEDEX SECURITY SCREENING BUILDING SALLY RIDE WAY AT AIR CARGO WAY OAKLAND INTERNATIONAL AIRPORT OAKLAND, CALIFORNIA PLATE A-2 (cont'd) 6/13/2008 11:54:28 AM
L:\2008\08PROJECTS\94240\94240.GPJ Date Completed: Logged By: Total Depth: Depth,ft 5 10 15 20 25 Sample FIELD 31 32 NR 20 NR 10 4 9 6 42 42 14 Blows/ft PROJECT NO. 5/16/08 C. Varela Approximately 50.5 ft Dry Density pcf Moisture Content % Compress. Strength 17:25 86 81 12.3 10.2 17:35 49.8 16.4 94240 LABORATORY tsf Other Tests LL=29; PI=13 -#200=56% Su = 0.8 ksf (Torvane) -#200=19% Pen, tsf 1.5 Drilling method: Hammer Wt: Notes: Surface Elevation: ASPHALT CONCRETE - 6 inches thick over AGGREGATE BASEROCK - 8 inches thick POORLY GRADED GRAVEL with SAND (GP) - brown, wet, medium dense, fine-grained gravel (FILL) CLAYEY GRAVEL with SAND (GC) - brown, moist, medium dense, fine-grained gravel (FILL) - loose Mud Rotary CME 75 Drill Rig 140 lbs., 30" drop Asphaltic-Concrete Parking Lot DESCRIPTION Estimated 9 feet (MSL) SANDY LEAN CLAY (CL) - gray, wet, medium stiff POORLY GRADED SAND with GRAVEL (SP) - dark gray, wet, loose, fine to medium-grained sand SILTY SAND (SM) - dark gray, wet, very loose, fine to medium-grained sand POORLY GRADED SAND (SP) - olive-gray, moist, dense, coarse-grained sand LEAN CLAY (CL) - dark gray, moist, stiff LOG OF BORING NO. KB-2 FEDEX SECURITY SCREENING BUILDING SALLY RIDE WAY AT AIR CARGO WAY OAKLAND INTERNATIONAL AIRPORT OAKLAND, CALIFORNIA PLATE A-3 6/13/2008 11:54:28 AM
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Federal Express Oakland Sort Expans
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FedEx Express Oakland Sort Expansio
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FedEx Express Oakland Sort Expansio
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--> --> --> --> INSTRUCTIONS • Us
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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
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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 1088 and 1089: MAJOR DIVISIONS LTR ID DESCRIPTION
Page 1092 and 1093: 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
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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.,
Page 1180 and 1181:
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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