Aggregate Surface Roads. Slough material from ditch cleaning shall not be mixed with aggregate surfacing or left on the road surface unless otherwise agreed. Material shall be disposed of in an agreed manner at designated locations.
Aggregate Surface Roads Sample Clauses
Related to Aggregate Surface Roads
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.
Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.
Demarcation Point 98.1 CenturyLink will designate the point of demarcation between CenturyLink’s equipment and CLEC’s collocated equipment, which point of demarcation shall be in or adjacent to its Collocation Space unless otherwise mutually agreed to by the Parties. At CLEC's request, CenturyLink will identify the location(s) of other possible demarcation points available to CLEC, and CLEC will designate from these location(s) the point(s) of demarcation between its collocated equipment and CenturyLink's equipment. CenturyLink will use its best efforts to identify the closest demarcation point to CLEC's equipment that is available.
Rate Center Area The geographic area that has been identified by a given LEC as being associated with a particular NPA-NXX code assigned to the LEC for its provision of Telephone Exchange Services. The Rate Center Area is the exclusive geographic area that the LEC has identified as the area within which it will provide Telephone Exchange Services bearing the particular NPA-NXX designation associated with the specific Rate Center Area.
UNDERGROUND LOCATIONS Prior to the Company commencing any work the Customer must advise the Company of the precise location of all underground services on the site and clearly xxxx the location. The underground mains and services the Customer must identify include, but are not limited to, telephone cables, fibre optic cables, electrical services, gas services, sewer services, pumping services, sewer connections, sewer sludge mains, water mains, irrigations pipes, oil pumping mains and any other services that may be on site. Whilst the Company will take all care to avoid damage to any underground services the Customer agrees to indemnify the Company in respect of all any liability claims, loss, damage, cost and fines as a result of damage to services not precisely located and notified pursuant to this clause.
Rippable Rock Rippable rock is defined as any material that can be ripped with a single-tooth hydraulic ripper drawn by a crawler tractor having a minimum draw bar pull rated at not less than 56,000 pounds (Caterpillar D-8K or equivalent) and occupies an original volume of at least one cubic yard.
Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:
Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.
Slope Portions of an accessible route with running slopes steeper than 1:20 are ramps and shall comply with 4.8. The cross slope of an accessible route shall not be steeper than 1:48 See Figure 1 for required compliance Near Unit #612: o grind, relevel or repour concrete curb ramp to 8.33% grade or less on slope
Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.
