How do you know exactly where the level is for the hydrant? Do you use the same transit that is being used for the facility? Do they just provide elevation plans for you to follow?
phishfood said:Poured in place structures? Not that common around here, almost always precast. Are you doing that as well, with your guys, subbing it out?
What do you think of the corrugated HDPE storm drains? Do you think that they will last over time as well as RCP?
When I was a kid, we use to play at construction sites and use the metal stakes for sword fights. I bet there were some pissed off folks on their work day.
All they would have to so is turn the hydrant so the outlets faced the other way. Most of the time we are required to have the 4" snoot facing the road unless there is not 3' of clear opening then we are supposed to turn them at a 45 degree angle.
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