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...
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...
