Footways, Footpaths and Combined Footways Sample Clauses

Footways, Footpaths and Combined Footways cycletracks (i) Notwithstanding the other requirements of this Agreement, the Design for footways, footpaths and combined footway/cycletracks shall comprise: (a) 150 millimetres of type 1 sub-base to Clause 903 of the Specification; (b) 50 millimetres dense macadam binder course to Clause 906 of the Specification; and (c) 25 millimetres rolled asphalt surface course to Clause 909 of the Specification. Prior to compaction of surface course, 6 millimetre or 10 millimetre white limestone chippings shall be applied at a rate of 1 kilogram per square metre. (ii) Footways, footpaths and combined footway/cycletracks shall include but shall not be limited to those described in Table 2 of Appendix D and elsewhere in these New Works Requirements. Allowance shall be made in the Design to accommodate widths and tie-ins and any other features affecting the width and otherwise of the footways, footpaths and combined footway/cycletracks. Where possible, footways and cycle tracks shall be outwith the road edge. (iii) Footways, footpaths and combined footway/cycletracks in the Design shall be constrained by pre-cast concrete kerbing and edging. (iv) Footways, footpaths and combined footway/cycletracks in the Design shall have a maximum crossfall of 2.5 percent and longitudinal gradients shall make due allowance for their intended use and shall not exceed 6 percent. (v) Footways, footpaths and combined footway/cycletracks in the Design shall tie-in to existing footways, footpaths and combined footway/cycletracks at all interfaces and extremities of existing footways, footpaths and combined footway/cycletracks respectively. (vi) The asphaltic layers of footways, footpaths and combined footway/cycletracks shall be machine laid. (vii) All footways, footpaths and combined footway/cycletracks in the Design shall incorporate sufficient drainage to ensure that they shall be kept free from standing water. (viii) Immediately prior to the laying of type 1 sub-base the formation shall be treated with an application of weedkiller. (ix) The Design shall include tactile paving slabs over the full width of footways, footpaths and combined footway/cycletracks at road crossings and shall incorporate pedestrian barriers to encourage crossing of roads at designated crossing points. (x) Notwithstanding the requirements of 1.8.2(i) to 1.8.2(xi) inclusive, combined footway/cycletracks shall be designed in accordance with TA90 of the DMRB and “Cycling by Design” 2010, Scottish Executive. (xi) The...
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