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I would love to. Unfortunately, its for a development that has not been built yet.

I am working on a small duplex project (25 buildings for a total of 50 dwelling units). From what I see, the project fits into the ITE Residential Condominium/Towhhouse (230) clasification. I am looking for some advice regarding the use of the fitted equation as apposed to the simple rate...

Does anybody know of a way to extract contours from a .LAS (Lidar) file in Autocad LDD?

Thanks for the response. Initially, I had planned on using 4 as well, but it just seems it should be higher. The population is about 3000 students. Its an existing school that we are doing some re-plumbing on. I have the average flows based on historic data, so the per-capita use is not...

I am doing a water and wastewater study for a rather large school campus. Its a public school campus for K - 12. Does anybody know of some published information for a peaking factor for a school? It just seems to reason that it would be somewhat higher than for a typical municipal system.

Does anybody have any guidance for calculating the required queue (stacking) length for a left turn lane on a 4 lane urban section? I have the taper and decel lengths and cannot find any useful information as to stacking. It will be an unsignalized intersection, but I want to also consider it...