Abutments Sample Clauses

Abutments. Slope the top of bridge seat to drain. If weathering steel is used for the superstructure, detail the bridge seat to minimize water staining concrete surfaces. The abutments shall be wide enough to satisfy the Railroad standard roadbed. For multiple track bridges, the abutment width shall be sufficient to provide for the standard shoulder, plus 20 feet for each existing or future track. Provide a minimum edge distance of 6 inches from edge of masonry plate or bearing to edge of concrete. Sloping embankments in front of abutments shall be paved or have grouted rip-rap on top of filter fabric. The year of construction shall be shown at the face of abutment backwall. Numbers shall be embedded into the concrete and be 6 inches size and located where visible. Wing walls shall be designed to support 2:1 embankment slopes and provide positive ballast containment.
View SourceView Similar (2)
Abutments. A. The abutments shall be integral abutments and accommodate all structure design movements without the need of deck joints. B. The exposed abutment seat height shall be no greater than 1.2 m. C. Concrete slope protection is not required for the abutment headslopes unless it is required to satisfy the requirements in Section 4-3.2.6 [Geotechnical] of this Schedule.
View Source

Related to Abutments

  • Sidewalks doorways, vestibules, halls, stairways and other similar areas shall not be obstructed by Tenant or used by Tenant for any purpose other than ingress and egress to and from the Premises. No rubbish, litter, trash, or material shall be placed, emptied, or thrown in those areas. At no time shall Tenant permit Tenant’s employees to loiter in Common Areas or elsewhere about the Building or Property.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Toilet Facilities The Employer provides the Contractor access to toilet facilities. Temporary chemical toilets are provided by the Contractor where deemed necessary.

  • Landscaping The Owner will, before its plan of subdivision is released for registration, pay to the Town in lieu of planting any trees on the public streets within the plan, the amount shown for the purpose upon Schedule “J”.

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.