Ballast Retaining Bar Sample Clauses

Ballast Retaining Bar. Perimeter securement system consisting of a slotted extruded-aluminum retention bar with an integrated compression fastening strip.
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Related to Ballast Retaining Bar

  • Retaining Walls Prepare preliminary retaining concepts to be shown on schematics, typical sections, and cross sections. • Determine if any additional walls are required and verify the need for and length of the retaining wall as shown on the ultimate schematic. • Compute and tabulate retaining wall quantities for preliminary design milestone plans submittal.

  • Television Equipment Recycling Program If this Contract is for the purchase or lease of covered television equipment, then Contractor certifies that it is compliance with Subchapter Z, Chapter 361 of the Texas Health and Safety Code related to the Television Equipment Recycling Program.

  • Toileting the ability to use the lavatory or otherwise manage bowel and bladder functions so as to maintain a satisfactory level of personal hygiene;

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Television Equipment Recycling If this Contract is for the purchase or lease of covered television equipment, then Contractor certifies that it is compliance with Subchapter Z, Chapter 361 of the Texas Health and Safety Code related to the Television Equipment Recycling Program.

  • Ambulance Escort Where a nurse is assigned to provide patient care for a patient in transit, the following provisions shall apply:

  • 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.

  • Specialist Schools Allowance Funding equivalent to that which a maintained school with the Academy's characteristics would receive in respect of their participation in the specialist schools programme. In the year of conversion, this may continue to be paid by the Local Authority;

  • Fast Food Allowance As of 1 October 2020 the Employer shall pay an allowance of $2.75 per hour on all fast food construction, and on refurbishments with a building permit value in excess of $470,000. These allowances will be adjusted annually in accordance with CPI (All Groups, Melbourne) movements measured in the twelve month period ending the previous December quarter effective as of 1 March 2021, rounded to the nearest 5 cents. On any Project where the applicable site allowance in Appendix C is higher, then that site allowance will apply.

  • Electrical Service Electrical service for new construction or a renovated existing building shall be 480/277-volt, 3-phase, 4-wire or approved equal. Service shall be sized for HVAC and other mechanical system(s) loads, lighting, general building services, and dedicated computer based office equipment loads. 5 xxxxx per square foot shall be provided for lighting and general service receptacles. Size of neutral conductor of 3- phase circuits shall be twice that of phase conductor to accommodate potential harmonic currents associated with computer system electronic power supplies and fluorescent lighting fixtures electronic ballasts. An adequately sized 3 phase “wye” wound step down transformer shall be provided to supply 208/120-volt, 3 phase power, for lighting, general service receptacles and dedicated computer based office equipment. Dedicated, isolated ground circuits shall be supplied from separate isolated ground power distribution panel(s). Lighting circuits shall be supplied from separate lighting panel(s). Panels shall have 20% spare capacity and be complete with 10% spare breakers of each size, but no less than 1 spare. No more than 4 duplex receptacles shall be connected to any single 20-amp dedicated isolated ground circuit or general service circuit.

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