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Level of service - qualitative measurement of operating conditions |
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Design Hour Volume - For urban highways, the DHV is approximately 8-12% of the ADT |
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Average Daily Traffic - Does not reflect specific variations in volume during peak hours |
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Spacing intersections between _________ on low volume streets can discourage “cut through” traffic |
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Minimum approach angle typically ________ |
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Utility Strips
Typical width of ____ ____ minimum width to allow for tree planting |
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Sidewalk Width
___ in moderate density residential areas _____ in locations of high pedestrian traffic |
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Shoulder width
___ width, comprised of _________. |
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There are _ major types of vertical curves, _ crest and _ sag. |
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Water system design considerations: |
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Typical pressure range? High – __ psi or greater Low – __ psi or less |
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_”-__” diameter for most water supply networks |
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Ductile Iron Pipe - most common material Schedule 40 PVC is also popular |
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Blowoff Valves
Located where? |
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Low points Ends of branches |
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Water is comprised of _-_% air by volume |
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Hydrants
Hydrants typically have two ___” hose connections and one ___” pumper connection |
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Hydrants
Located _-_’ behind the curb with the pumper connection facing the street |
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Hydrants
Spaced no more than _____ feet apart (actual requirements by locality) |
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Domestic sewage is comprised of __% water |
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Suspended solids typically make up no more than ____% of total sewage flow |
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Biological Oxygen Demand - is a measure of the amount of organic matter present, expressed in terms of the oxygen required to biologically oxidize the material to a stable form |
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SS content in domestic sewage is typically more than __% organic matter |
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Peak factors vary based on sewer type Laterals and submains – ___% of computed average design flow Mains and trunk lines – ___% of computed average design flow Interceptor sewer – ___% of computed average design flow |
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Minimum __’ separation between sewer line and drinking water supply wells ___ horizontal separation from water lines ___ vertical separation from water lines Water line located on top When these minimum separation distances are not obtainable, a DIP or concrete “sleeve” may be required |
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Standard Dimension Ratio - SDR-35 is the most common for sewer systems |
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Manhole Placement Terminal end of any sewer line __ or greater in diameter Every change in alignment (horizontal and vertical) Every change in pipe diameter Junctions of multiple pipes Maximum spacing is a function of pipe diameter ____ for pipes 15” or smaller ____ for pipes 18-30” |
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Drop manholes are used when there is more than ______ of difference between the invert elevations of connecting sewers. Purpose? Reduce slope and turbulence Maintenance |
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Sewers should be designed to provide a minimum velocity of ____ when the pipe is at full flow. |
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Typically, sewer lines should be a minimum of __ in diameter Exception when the line serves _ or fewer lots on a cul-de-sac or other dead end branch |
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