Mitchell Wilson
Civil/Environmental
- Jan 8, 2023
- 8
I am a Landscape Contractor.
I have worked with the same engineer on three different VersaLok SRW. Each of these walls have had Utility Lines that ran directly through the leveling pad portion of the wall.
Each time I had the engineer come out and assess the situation. The first two times he advised me to pour concrete around the line after I sleeved it with schedule 40.
The last time he had me pour concrete solely around the sch 40 sleeve and then add crusher run on top of that concrete to continue the base course on out.
Is this common practice? I am a bit worried after going to events with other landscapers who do not recommend concrete and crusher being in the base course because they will settle at different rates which could lead to segmentation. Any advice is greatly appreciated.
I have worked with the same engineer on three different VersaLok SRW. Each of these walls have had Utility Lines that ran directly through the leveling pad portion of the wall.
Each time I had the engineer come out and assess the situation. The first two times he advised me to pour concrete around the line after I sleeved it with schedule 40.
The last time he had me pour concrete solely around the sch 40 sleeve and then add crusher run on top of that concrete to continue the base course on out.
Is this common practice? I am a bit worried after going to events with other landscapers who do not recommend concrete and crusher being in the base course because they will settle at different rates which could lead to segmentation. Any advice is greatly appreciated.