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
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.
Scaling Location Forest Service shall provide Scaling services at the Scaling site(s) shown in A10. The Scaling site(s) shown in A10 normally will be a non-exclusive site where more than one National Forest timber sale Purchaser may be served. Purchaser may request, in writing, an alternate Scal- ing site, such as at a private mill yard, private truck ramp, or a privately operated log transfer facility. Contracting Of- ficer may approve an alternate Scaling site, when Con- tracting Officer determines that Scaling conditions at an alternate site are acceptable. Such conditions shall in- clude at a minimum:
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.
Trench Rock Trench rock is defined as any material that must be removed from a trench that cannot be excavated with a hydraulic excavator having a bucket curling force rated at not less than 18,300 pounds (Caterpillar Model 215 or equivalent) and occupies an original volume of at least one-half cubic yard.
Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.
SHOPPING CENTRES 1. The general terms and provisions of the VBIA shall apply to “Shopping Centres” (as defined) with the following variations:
Pavement Design If applicable, the Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval.
Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.
Width 6.7.4.1.1. The minimum width at the child-restraint straps which contact the dummy shall be 25 mm. These dimensions shall be measured during the strap strength test prescribed in paragraph 7.2.5.1. below, without stopping the machine and under a load equal to 75 per cent of the breaking load of the strap.