TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 F. Exposed Hardware Material: Stainless steel. G. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. H. Lenses and Refractors Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors. 2.3 BALLASTS FOR HID LAMPS A. Comply with ANSI C82.4 “Ballasts for High-Intensity Discharge and Low-Pressure Sodium Lamps” and UL 1029 “High-Intensity-Discharge Lamp Ballasts” and capable of open-circuit operation without reduction of average lamp life. 2.4 GENERAL REQUIREMENTS FOR POLES AND SUPPORT COMPONENTS A. Structural Characteristics: Comply with AASHTO LTS-4-M “ Structural Supports for Highway Signs, Luminaires and Traffic Signals”. B. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated. C. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components. 1. Materials: Shall not cause galvanic action at contact points. 2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after fabrication unless otherwise indicated. D. Handhole: Minimum clear opening of 2-1/2 by 5 inches (65 by 130 mm) , with cover secured by stainlesssteel captive screws. Provide on all poles. E. Concrete Pole Foundations: Cast in place, with anchor bolts to match pole-base flange. PART 3 - EXECUTION 3.1 LUMINAIRE INSTALLATION A. Install lamps in each luminaire. B. Fasten luminaire to indicated structural supports. 1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. C. Adjust luminaires that require field adjustment or aiming. EXTERIOR LIGHTING 16521 - 2
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 3.2 POLE INSTALLATION A. Alignment: Align pole foundations and poles for optimum directional alignment of luminaires and their mounting provisions on the pole. B. Concrete Pole Foundations: Set anchor bolts according to anchor-bolt templates furnished by pole manufacturer. C. Foundation-Mounted Poles: Mount pole with leveling nuts, and tighten top nuts to torque level recommended by pole manufacturer. 1. Use anchor bolts and nuts selected to resist seismic forces defined for the application and approved by manufacturer. 2. Grout void between pole base and foundation. Use nonshrink or expanding concrete grout firmly packed to fill space. 3. Install base covers unless otherwise indicated. 4. Use a short piece of 1/2-inch- (13-mm-) diameter pipe to make a drain hole through grout. Arrange to drain condensation from interior of pole. D. Poles and Pole Foundations Set in Concrete Paved Areas: Install poles with minimum of 6-inch- (150mm-) wide, unpaved gap between the pole or pole foundation and the edge of adjacent concrete slab. Fill unpaved ring with pea gravel to a level 1 inch (25 mm) below top of concrete slab. E. Raise and set poles using web fabric slings (not chain or cable). 3.3 INSTALLATION OF INDIVIDUAL GROUND-MOUNTING LUMINAIRES A. Install on concrete base. Cast conduit into base, and finish by troweling and rubbing smooth. 3.4 GROUNDING A. Ground metal poles and support structures according to Division 16 Section "Grounding and Bonding." 1. Install grounding electrode for each pole unless otherwise indicated. 2. Install grounding conductor pigtail in the base for connecting luminaire to grounding system. END OF SECTION 16521 EXTERIOR LIGHTING 16521 - 3
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Date: TranSystems 220 St.Charles Wa
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Page 863 and 864: 501070099 Federal Express Oakland S
Page 913: 501070099 Federal Express Oakland S
Page 925 and 926: FEDERAL EXPRESS CORPORATION STANDAR
Page 927 and 928: Exhibits Page Description of Projec
Page 929 and 930: Contractor shall provide and furnis
Page 931 and 932: (a) written modifications, addenda,
Page 933 and 934: (viii) interference by a Separate C
Page 935 and 936: Date in accordance with the terms o
Page 937 and 938: (b) The Contractor’s Fee, as adju
Page 939 and 940: segregated so as to give adequate n
Page 941 and 942: agency that issued that permit or l
Page 943 and 944: procedures that differ from, or tha
Page 945 and 946: Section 6.03. Information From Supp
Page 947 and 948: (ii) require that the Subcontractor
Page 949 and 950: execute at Contractor’s request a
Page 951 and 952: determine the adjustments in the Co
Page 953 and 954: (ii) the Contractor’s “Cost of
Page 955 and 956: In the calculation of a “Cost of
Page 957 and 958: perform the Work in the State and l
Page 959 and 960: person to be replaced, immediately
Page 961 and 962: ARTICLE 13 PERMITS, LICENSES, LAWS
Page 963 and 964: FedEx reports that the testing cons
Page 965 and 966:
1,000 gallons (or, if the job site
Page 967 and 968:
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’
Page 983 and 984:
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
Page 1023 and 1024:
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
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to the worker, including costs and
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Except where the context otherwise
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APPENDIX B
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June 13, 2008 File No.: 94240 GEOTE
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8.1.4 Site Drainage................
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4. Analyzing the field and laborato
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Our field engineer removed the samp
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4.0 GEOLOGIC AND SEISMIC SETTING Th
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A generalized summary of site-speci
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5.2.1 Clayey Gravel Fill Based on t
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6.0 GEOLOGIC HAZARDS Geologic hazar
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to damage in earthquake from latera
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7.2 CORROSIVITY Based on the corros
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during construction. Abandoned util
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8.1.4 Site Drainage Proper site dra
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8.2.4 Construction Considerations W
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Fa and Fv are estimated from Tables
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Kleinfelder of such intended use. B
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Tokimatsu, K. and H.B. Seed (1987),
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PLATES
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ATTACHED IMAGES: Images: SITE-VIC.j
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MAJOR DIVISIONS LTR ID DESCRIPTION
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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APPENDIX C
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June 2, 2008 Cooper Testing Laborat
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Corrosivity Test Summary CTL # 336-
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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:
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
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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
Page 1156 and 1157:
Page 1158 and 1159:
February 28, 2000 Mr. Larry Blevins
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Letter of Understanding re: Small L
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Page 1164 and 1165:
“Notice to Tenant” “It has co
Page 1166 and 1167:
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
Page 1178 and 1179:
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
Page 1194 and 1195:
MSDS dated three years earlier than
Page 1196 and 1197:
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
Page 1202 and 1203:
Section 8. Welding, Cutting, and Bu
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