- The emergency lane affected shall be cut using diamond cutter.
- The 1200 mm (required depth) by 400 mm (width) trench shall be excavated.
- The non-woven geo-textile shall be laid manually inside the trench.
- The 150 mm diameter porous pipe is then laid manually inside the trench with specific gradient that will ensure easy flow of water.
- Followed with backfilling of 20 – 25 mm single size aggregate to the required thickness.
- No fine concrete is then poured to the thickness as mentioned in drawings.
- Bituminous layers are then laid as required in scope of works.
![](http://4.bp.blogspot.com/-m6IWbA9DI6Q/UV92PFTWLyI/AAAAAAAAADE/7HevTVPdawA/s1600/lmd3.jpg)
Labels:
drainage
Sub-soil Drain: Type II
Posted by
Engineer Malaysia