TRENCHING AND EXCAVATION Sample Clauses

TRENCHING AND EXCAVATION. Before any excavation, Contractor must, pursuant to California Government Code §4216 and Cal/OSHA 8 CCR 1540, outline the excavation in white paint (preferably chalk or water base), provide two workdays notice to Underground Service Alert (1-800-227-2600), obtain a locater number, and follow all necessary procedures to avoid underground facility damage. Before any excavation five feet or more in depth: Contractor must, pursuant to California Labor Code §6705, submit to Owner specific plans showing details of provisions for worker protection from caving ground. This in no way relieves Contractor from the requirement of maintaining safety in all operations performed by Contractor or Subcontractors. Submit eight (8) copies of the plans. The detailed plans showing design of all shoring, bracing, sloping or other provisions shall be prepared at Contractor’s sole expense by a California registered Civil or Structural Engineer. Owner’s acceptance only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions, criteria, accuracy, completeness, suitability for use, implementation, or any other quality of the plans, which are solely the responsibility of Contractor and Contractor’s engineer. AIR POLLUTION CONTROL Contractor and each Subcontractor must comply with all air pollution control rules, regulations, ordinances, statutes, and Project specific permit requirements of the Bay Area Air Pollution Control District and all other regulatory agencies that apply to any Work performed. If there is a conflict between the Bay Area Air Pollution Control District rules, regulations, ordinances, and statutes and the rules, regulations, ordinances, and statutes of other regulatory agencies, the most stringent shall govern. Contractor must not discharge smoke, dust or any other air contaminants into the atmosphere in such quantity as will violate any regulations. Contractor must minimize dust nuisances resulting from performance of the Work, both inside and outside the Project limits, by applying either water or dust palliative, or both. WATER POLLUTION CONTROL Contractor must comply with all Federal, State and local water pollution prevention and storm drain pollution prevention rules, regulations, ordinances, statutes, guidelines, and Project-specific permit requirements. If required by law, ordinance, regulation, code, permit or the requirements of the authorized Service Work Order, Contractor must prepare a ...
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TRENCHING AND EXCAVATION. (Call before you dig): USA North = 811 or 0-000-000-0000 or call your local USA numbers. Excavators in California are required to follow all California Government Code § 4216 requirements for Trenching and Excavation. Call USA to locate/xxxx public utilities. If private utilities are not located/marked by USA, the utilities must be located by the facility owner and the Excavator. Excavators in California are required to have a Cal-OSHA Site-Specific or Annual Permit and Cal-OSHA Notification before construction of trenches or excavations 5 feet or more in depth, and into which a person is required to descend. Copies shall be maintained at the project site. Trenching and Excavation is defined as High Hazard Work and requires a XXX to be completed by the Excavator. The subcontractor must submit the XXX to the Swinerton Project Team for approval before proceeding. Please refer to the XXX process in item E. II of this document. Shutoff procedures and locations of utility shutoffs must be included in the XXX. At the crew level, Daily Pre-Task Plans shall be performed to ensure workers performing the work are aware of potential hazards identified in the XXX and to ensure workers performing the work may participate in designing safe work procedures. Subcontractors must follow Cal-OSHA requirements for Trenching and Excavation, which include, but are not limited to, surveying and marking, calling USA North, reviewing any plans, and visually verifying utilities. When excavating within 10 feet of subsurface installation, expose the utility by hand every 25 feet to make sure the utility is where it is indicated. When excavating in California and Nevada within 24 inches of any underground utilities, the law requires you to hand-expose and protect the utility (it does not mean expose or pothole – such practices are insufficient to meet California/Nevada requirements) prior to using power equipment. Dig with Care. In California and Nevada - excavate by hand within 24 inches of the outside diameter of any utility. Utilities that are in conflict with your excavation are to be located with hand tools and protected before power equipment is used. Notify Swinerton and the affected utility operator(s) of any contact, scrape, xxxx, xxxx or damage to their utility.
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TRENCHING AND EXCAVATION. Trenching and excavation operations shall comply with the OSHA 29CFR 1926 Subpart P final rule and the State of Florida Trench Safety Act.
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TRENCHING AND EXCAVATION. Ensuring that our work is supervised by a person who is competent and capable of assessing the risks associated with trenching work, this person should be knowledgeable on trenching, soil stability, appropriate shorting systems, and where possible should have experience of local soil conditions. • Ensuring that trenches which people have to enter are shored where the soil in unstable or prone to collapse. • Ensuring that trenches are deeper than 1.5 meters which people have to enter are shored, unless a soil engineer confirms that the trench walls are stable without shoring. • Ensuring that unattended excavations that have been created are barricaded or covered where they present a hazard, are filled as soon as possible. • Ensuring the Advisory Standard for excavation is adhered to at all times.
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TRENCHING AND EXCAVATION. 3.16.1 Before any excavation, Contractor must, without limitation and pursuant to California Government Code section 4216 and Cal/OSHA regulations, California Code of Regulations, title 8, section 1540, outline the excavation in white paint (preferably chalk or water base), provide two workdays notice to Underground Service Alert (0-000-000-0000), obtain a locater number, and follow all necessary procedures to avoid underground facility damage.
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TRENCHING AND EXCAVATION. 4.9.1. Before any excavation, Seller must, follow all necessary procedures to avoid underground facility damage.
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TRENCHING AND EXCAVATION. ✓ Ensuring that our work is supervised by a person who is competent and capable of assessing the risks associated with trenching work. This person should be knowledgeable on trenching, soil stability, appropriate shoring systems, and where possible should have experience of local soil conditions. ✓ Ensuring that trenches, which people have to enter, are shored where the soil is unstable or prone to collapse. ✓ Ensuring that trenches deeper than 1.5 metres, which people have to enter, are shored, unless a soil engineer confirms that the trench walls are stable without shoring. ✓ Ensuring that unattended excavations I/We have created are barricaded or covered where they present a hazard and are filled as soon as practicable. ✓ Ensuring that where they present a hazard, unattended excavations are barricaded. ✓ Ensuring that Part 20 of the Workplace Health and Safety Regulation 2008 and the Advisory Standard for Excavation are adhered to. ✓ Ensuring the safety instructions of drivers or licensed operators of plant are followed.
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Related to TRENCHING AND EXCAVATION

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.

  • Cutting and Patching The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly.

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

  • Provisioning Line Splitting and Splitter Space 3.8.1 The Data LEC, Voice CLEC or BellSouth may provide the splitter. When EZ Phone or its authorized agent owns the splitter, Line Splitting requires the following: a non-designed analog Loop from the serving wire center to the NID at the End User’s location; a collocation cross connection connecting the Loop to the collocation space; a second collocation cross connection from the collocation space connected to a voice port; the high frequency spectrum line activation, and a splitter. The Loop and port cannot be a Loop and port combination (i.e. UNE-P), but must be individual stand-alone Network Elements. When BellSouth owns the splitter, Line Splitting requires the following: a non designed analog Loop from the serving wire center to the NID at the End User’s location with CFA and splitter port assignments, and a collocation cross connection from the collocation space connected to a voice port.

  • Weighing and Scaling Costs Purchaser agrees to pay for all weighing costs for logs delivered regardless if logs are purchased on a weight or scale basis. In addition, Purchaser agrees to pay for all scaling costs for logs delivered on a scale basis. Purchaser also agrees to pay for all costs associated with the transmission and reporting of scale or weight data.

  • Vegetation No trees or other vegetation may be removed from the site without prior approval from the Town, except in accordance with Section 4 above and pursuant to the Annual Plan.

  • CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly.

  • Prohibition Against Selecting and Installing Products Containing Hazardous Materials The Contractor shall not select, install or otherwise incorporate any products or materials containing Hazardous Materials within the boundaries of the Site. Should the Contractor or any Subcontractors have knowledge that, or believe that, an item, component, material, substance, or accessory within a product or assembly selected by the Contractor or any Subcontractor may contain Hazardous Materials it is the Contractor’s responsibility to secure a written certification from the manufacturer of any suspected material which identifies the specific Hazardous Material(s) contained, together with the Material Safety Data Sheets (MSDS) for such materials which shall be submitted to the Owner and Design Professional.

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