Wondering if anyone has any insight into good method and material for filling an existing gravity side sewer pipe that is sloping the wrong way, but that is going to be used as a sleeve for the pressure line that is being installed to carry the effluent from a grinder pump. The primary thought...
A client chose to anchor a sign with some Kwik-Bolt II's that they had laying around a couple of weeks ago and the building department that had approved a different method of anchoring the sign is requiring calculations for the installation. Any suggestions or recommendations for showing that...
Perhaps this is a bit of a novice question, but I imagine there are probably a few good methods that I haven't run across yet. Which tips, procedures, and methods have you found for managing project budgets and making sure that the project comes in as projected.
Can someone point me to a good reference for how far from the center of an intersection c-curbing should be installed to do a reasonable job of discouraging/preventing left-turns. My particular application is at the intersection of two streets. I haven't been able to find any guidelines on this...
