TranSystems Corporation - LGM Construction

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8.2.4 <strong>Construction</strong> Considerations Where footings are located adjacent to below-grade structures, other new footings, or underground utilities, they should bottom below an imaginary 45 degree plane projected upward from the bottom of adjacent footings or underground utilities, in order to reduce imposing a surcharge pressure on them. Where underground utilities cross through or below perimeter footings, the trench backfill should consist of lean concrete, as discussed in the “Earthwork” Section of this report, in order to help reduce migration of water beneath the building. Concrete for footings should be placed neat against soil. It is important that exposed material in footing excavations be maintained in a moist condition until concrete is placed. If shrinkage cracks appear in the footing excavations, the excavations should be thoroughly moistened to close all cracks prior to concrete placement. If excessive shrinkage cracks develop, other mitigation measures may be required. Soft or loose materials, if encountered at the bottom of the footing excavations, should be removed and replaced with lean concrete or engineered fill. A Kleinfelder representative should check footing excavations for adequate bearing soil, adequate moisture of exposed soil, and proper cleanout of footing excavations before reinforcing steel is placed. Kleinfelder should also be present during any overexcavation performed for footings. 8.3 2007 CBC SEISMIC DESIGN PARAMETERS 8.3.1 Site Classification for Seismic Design Purposes For developing seismic design criteria recommendations, the characteristics of the soils underlying the site are important input to evaluate the site response. Based on our investigation, the site is generally underlain by a layer of very loose to loose sand ranging from about 13 to 19 feet bgs. Groundwater was encountered in our borings within the upper 10 feet bgs, although general regional groundwater in the site vicinity is less than 5 feet bgs. Based on the presence of shallow groundwater and some very loose to loose sand layers, the site has liquefiable soils that would generally indicate Site Class ‘F’ which typically needs a site-specific response analysis. However, the 94240/1(OAK8R061)/es Page 22 of 29 June 13, 2008 © 2008 Kleinfelder
ASCE 7-05 chapter 20.3.1.1 guidelines indicate that a “Stiff Soil Profile” Site Class ‘D’ is appropriate for use for liquefiable sites with short period structures ( ≤ 0.5 seconds). We expect the period of vibration for the proposed development is less than 0.5 seconds. If this period is larger than 0.5 seconds, we should be contacted to review our recommendations presented herein and recommend adjustments as necessary. Based on the above, we recommend that the site be classified as a Site Class ‘D’ for seismic response purposes and development of ground motion parameters according to ASCE 7-05 and CBC 2007 as presented in Table 1613A.5.2 and Section 1613A.5.5 of the 2007 CBC. Site Class D is defined as Stiff Soil profile with average properties (in the top 100 feet) of shear wave velocities between 600 and 1200 feet/sec, SPT-N between 15 and 50 blows/foot, or Su (undrained shear strength) between 1,000 and 2,000 pounds per square foot (psf). 1. SPT-N refers to the standard penetration test blows 2. Su refers to undrained shear strength 8.3.2 2007 CBC Code Values For seismic design purposes, the 2007 CBC code enforced as of January 2008 is based on 2006 IBC and ASCE 7-05. The seismic design parameters provided are for the Maximum Considered Earthquake (MCE). The MCE mapped spectral accelerations values for 0.2 second and 1 second periods (SS and S1) were calculated using the online Java calculator at the USGS website (http://earthquake.usgs.gov/research/hazmaps/design/) for Site Class D. The mapped acceleration values and associated soil amplification factors (Fa and Fv) based on 2007 CBC are presented in Table 1 below. The SDS and SD1 values were computed as follows. SDS = 2/3 SMS SD1 = 2/3 SM1 SMS = Fa SS SM1 = Fv S1 SS = mapped acceleration value at 0.2 sec S1 = mapped acceleration value at 1.0 sec 94240/1(OAK8R061)/es Page 23 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
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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
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 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 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
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
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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
Page 1172 and 1173:
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.,
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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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