ARE 4.0 SPD Ballast Study Guide Terms – Flashcards

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ALTA/ACSM Land Title Survey
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A surveying standard jointly proposed by the American Land Title Association and the American Congress on Surveying and Mapping that incorporates elements of the boundary survey, mortgage survey, and topographic survey.
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Archaeological survey
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Used to accurately assess the relationship of archaeological sites in a landscape or to accurately record finds on an archaeological site.
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As-built survey
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A survey carried out during or immediately after a construction project for record, completion evaluation and payment purposes. An ____ survey also known as a 'works as executed survey' documents the location of the recently constructed elements that are subject to completion evaluation. As built surveys are typically presented in red or redline and overlayed over existing design plans for direct comparison with design information.
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Bathymetric survey
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A survey carried out to map the topography and features of the bed of an ocean, lake, river or other body of water.
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Boundary survey
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A survey that establishes boundaries of a parcel using its legal description, which typically involves the setting or restoration of monuments or markers at the corners or along the lines of the parcel, often in the form of iron rods, pipes, or concrete monuments in the ground, or nails set in concrete or asphalt.
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Deformation survey
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A survey to determine if a structure or object is changing shape or moving. The three-dimensional positions of specific points on an object are determined, a period of time is allowed to pass, these positions are then re-measured and calculated, and a comparison between the two sets of positions is made.
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Engineering surveys
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Those surveys associated with the engineering design (topographic, layout and as-built) often requiring geodetic computations beyond normal civil engineering practise.
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Foundation survey
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A survey done to collect the positional data on a foundation that has been poured and is cured. This is done to ensure that the foundation was constructed in the location, and at the elevation, authorized in the plot plan, site plan, or subdivision plan.
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Geological survey
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Generic term for a survey conducted for the purpose of recording the geologically significant features of the area under investigation. .
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Hydrographic survey
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A survey conducted with the purpose of mapping the coastline and seabed for navigation, engineering, or resource management purposes.
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Measured survey
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A building survey to produce plans of the building. such a survey may be conducted before renovation works, for commercial purpose, or at end of the construction process "as built survey"
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Mortgage survey or physical survey
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A simple survey that delineates land boundaries and building locations. In many places a mortgage survey is required by lending institutions as a precondition for a mortgage loan.
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Soil survey, or soil mapping
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The process of determining the soil types or other properties of the soil cover over a landscape, and mapping them for others to understand and use.
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Structural survey
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A detailed inspection to report upon the physical condition and structural stability of a building or other structure and to highlight any work needed to maintain it in good repair.
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Tape survey
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This type of survey is the most basic and inexpensive type of land survey. Popular in the middle part of the 20th century, _____ while being accurate for distance lack substantially in their accuracy of measuring angle and bearing. Standards that are practiced by professional land surveyors.
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Topographic survey
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A survey that measures the elevation of points on a particular piece of land, and presents them as contour lines on a plot.
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survey
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document that includes information on land elevations, which are indicated either with spot elevations or continuous contours.
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what is the maximum slope on which it is feasible to plant grass?
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25%
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what is the recommended maximum slope for a paved parking area?
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5%
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node
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a center of interest that people can enter, such as a plaza, a public square, or the intersection of paths.
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landmark
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a point of reference and a device for wayfinding and symbolic identification of an area.
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district
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a two-dimensional area that people perceive as having a common identifying character and that is critical to the sense of neighborhood.
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edge
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a linear element other than a path that forms a boundary between two districts or that breaks continuity.
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catchment area
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the area surrounding a land development site, encompassing the population base that the development is meant to serve.
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contextualixm
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the belief that new buildings should be designed to harmonize with other building and elements in the vicinity.
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demographics
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the statistical data of a population, such as age, income, and so forth.
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personal space (personal distance)
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the subjective distance or area surrounding a person's body into which a person feels comfortable allowing others to intrude, depending on the situation. The four types of personal space are intimate distance, personal distance, social distance, and public distance.
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Planned Unit Development (PUD)
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a large parcel of land, typically with a mix of uses, that has been designed and laid out according to principles approved by the local planning authority and often with citizen input. A PUD is commonly used to develop land in a way that ordinarily would not be allowed based on normal planning and zoning restrictions of a jurisdiction.
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proxemics
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a term coined by Edward T. Hall and now used to describe the study of the spatial requirements of humans and the effects of population density on behavior, communication, and social interaction.
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superblock
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a large parcel of land designed to minimize the impact of the automobile on residential development in which access to interior lots is provided by cul-de-sacs branching from surrounding streets and providing one or more open spaces.
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tax base
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the object on which a tax is calculated.
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40'
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what is the minimum outside radius for an automobile cul-de-sac with no parking?
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Crown
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High point, in the center to ensure positive drainage to either side
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Retention Pond
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Prevents excessive storm-water runoff on a site from overloading the storm sewer system by temperately holding the water and releasing it at a controlled rate
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Bioswale
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Allows sediment to settle while water drains into the ground
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Infiltration Basin
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pond that temporarily collects water and allows it to be released through absorption into earth. helps recharge water onsite rather than into storm sewer, which is what a catch basin does.
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15%
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slope is the maximum for automobile ramps where pedestrians are prohibited
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12%
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maximum slope for automobile ramps where pedestrians are allowed.
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Runoff Coefficient
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Fraction of total precipitation falling on a surface that runs off the surface or is not absorbed into the ground. Ranges from 0.0 - spongy soil to 1.0 - totally waterproof. Q=CIA
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4 ft
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Reinforced concrete or masonry retaining walls are usually necessary when the height of the wall exceeds
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Deed of Trust
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written document that primarily describes the owner of the property and from whom it was purchased.
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Plat
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a legal description of a subdivided piece of property that includes information on lots, streets, rights-of-way, and easements, among other items
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Metes and Bounds
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written description of the boundaries of a parcel of land.
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Geotechnical Consultant
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or soil engineer, performs test on site and in the laboratory to determine, among other things, the bearing capacity of the soil.
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Public Work Department
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Responsible for design and maintenance of a city's road drainage, which would be part of the storm sewage system.
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2% slope
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1/4 in per foot
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1% slope
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1/8 in per foot
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Boulevard
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Multilane roads in each direction with parking lanes, often separated by a planing median or with wide planting areas on both sides. 100 ft. to 130 ft.
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Utilities
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are most commonly locate anywhere in the right-of-way from buildable properties.
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300 sqft.
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per car to estimate parking lot size if it includes the parking space, access, and fairly efficient driveways
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400 sqft.
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per car to estimate parking spaces, drives, and walkways
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Acre
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44,000 ft/ac
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5 ft
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minimum width for a sidewalk
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12 ft
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Minimum width of circulation in a parking area.
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Zoning Regulations
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governs the minimum number of parking and loading spaces required on a site.
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ADA-ABA Accessibility Guidelines
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gives requirements for the number, size , and configuration of accessible spaces
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Zoning
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uniform standards of construction originating in NYC in 1916 to protect the health, welfare and safety of people. Regulates the use of land, light, air, and open space while protecting property values and protecting against nuisances (factories in residential areas), undesirable businesses (porn shops by schools) and dangers (hazardous chemicals in public areas).
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Incentive Zoning
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encourages private developers to provide amenities for public use in exchange for opportunity to build larger or taller structures on a site.
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Nonconforming Use
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A type of zoning variance where a parcel of land may be given an exception from current zoning ordinances due to improvements made by a prior owner or before the current zoning ordinances made the desired use non-conforming under local law.
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Conditional Use
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A building that is permitted in an area that it is not zoned for, to benefit the public (e.g.: an elementary school in a residential neighborhood)
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Variance
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applied for by an owner on a private site to ask to devaite from an ordinance in order to avoid harship
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Spot Zoning
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a change in the zoning ordinance for a particular area
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Ordinance
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a municipal law
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Setbacks
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required open space measured between property line and face of building. Used to preserve light, air, and spaciousness.
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Building Line
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Utilized by communities principally to achieve planned street patterns. They help insure that buildings will not be erected in the bed of projected streets or of potential street widening.
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Easements
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Legal right of government or another land owner to use one's property for a specific purpose
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Scenic Easement
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Prevents development that upsets something scenic to the public.
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Assessment
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Valuation of property for the purpose of taxes
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Business Improvements Districts
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used to fund public space improvements (new streetscapes/graffiti removal) with the intention that it will enhance an area's appeal. All business owners in district who would benefit pay increased taxes.
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Eminent Domain
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power of the state to take private property without owner's consent, but with fair market value of the land compensation. Must be used government or public development (highways, railroads, civic center), economic development, or to mandate an easement for access (public utilities, right of way).
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Deed Restrictions
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place limitations on the use of the property, typically by original developers, who determined what land would be used for (live, work, or play) and can't be changed by future owners.
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Restrictive Covenant
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limitations and stipulations used in residential settings. Can be aesthetic (allowable color pallets, vegetation types/pruning, fencing materials) pet control (how many and/or living conditions), or storage related (visibility of parked cars/boats/ campers).
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Affirmative Covenant
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Commits a buyer to performing duties in the future (e.g. will make payments for common charges in a condo).
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Conditional Covenant
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If restriction is violated or disregarded, the land will revet back to original owners/heirs.
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Right-of-Way
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Right for people to cross land of another (pathways/cattle drives).
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French Drain / Drain Tile
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Is a type of Perimeter foundation subsurface drainage system.
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Recess Line
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Is the top of the full width plane of a building facade
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Zoning Ordinance
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Commonly regulate the max area of external signage.
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Proctor Test
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Determines the optimum compaction of site fill based out its density and optimum moisture content.
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Dry Sample Boring
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boring using a drive pipe with a special split sampling pipe at the tip instead of a drill; sampling pipe driven down about 5", then lifted out and the contents removed for analysis; samples taken every 5"
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Soil Load Test
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The design load of soil by applying steady increasing loads on a platform placed on the site.
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1:12 (8.33%)
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max slope of a curb cut out (ramp).
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1:20 (5%) slope
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Walks should not have a gradient greater than ____.
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1:20
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5% slope
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1:50 (2%)
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Max cross gradient of a walkway.
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Battering
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is the sloping or recessing of successive courses of stone or masonry to help resist soil thrust and overturning.
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Silt Fence
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a temporary construction practice designed to filter water runoff from a construction site and trap sediments before it is washed into drains.
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grain shape
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allows engineer to estimate shear strength
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grain size of soil (for granular soils)
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allows engineer to estimate permeability, frost action, compaction, and shear strength
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hardpan definition
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consolidated mixture of gravel, clay, and sand; good foundation base
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clay definition and properties
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fine-grained, firm, cohesive material formed by decomposition and hydration of certain rock; plastic when wet and hard when dry; relatively impervious; swells when it absorbs water
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dry sample boring
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boring using a drive pipe with a special split sampling pipe at the tip instead of a drill; sampling pipe driven down about 5", then lifted out and the contents removed for analysis; samples taken every 5"
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data used to describe climate
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range and distribution of temperatures, hours of sunshine, direction and velocity of wind, precipitation, humidity
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human comfort zone
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65-70 degrees with 30-60% relative humidity
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ideal orientation for a structure in the northern hemisphere
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slightly east of south
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possible reduction in air conditioning installation and operation costs, due to sun shading devices
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15% or more
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maximum wind velocity and corresponding pressure in most of the United States
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70-80 mph, or 13-17 psf at a height of 30'
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definition of U-factor
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measure of heat transmission, in BTU/hr that pass through 1 SF of a surface when the air temperature difference is 1 degree F between inside and outside
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three paths of water in the water cycle, after falling on land
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runoff, infiltration, evaporation (directly or by transpiration from plants)
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geologic features of floodplains
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water table is near the surface, drainage is generally poor, soil is deep and uniform, soil often subject to large volumetric changes when wet
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zone of aeration
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higher underground zone, where spaces between soil particles contain both water and air
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zone of saturation
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lower underground zone where all void spaces between soil particles are filled with water
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ground water table
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surface forming the irregular boundary between zone of aeration and zone of saturation; the level below which all soil is saturated
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effects of high water table on construction
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waterproof basement, basement walls must resist hydrostatic pressure, underground tanks and other structures designed to resist uplift, bearing capacity of foundation soils reduced
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definition of aquifer
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underground permeable material through which water flows
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good aquifers
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sand, gravel, sandstone, some limestones
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poor aquifers
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clay, shale, most metamorphic and igneous rocks
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soils in order from greatest to least bearing capacity
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bedrock, shale/slate, boulders, decomposed rock, hardpan, gravel, coarse sand, fine sand, silt/mud, clay
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gravel size and definition
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1/4" - 3 1/2" granular rock particles; good for foundations; anything bigger is a cobblestone or boulder
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sand size and definition
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0.002" - 1/4" loose granular rock particles. Neither plastic nor cohesive; good for foundations
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size and definition of silt
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less than 0.002" fine-grained sedimentary material deposited from running water; forms mud (plastic, soft, sticky) when mixed with water
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slate and shale definition
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fine-textured soft rocks
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decomposed rock definition
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disintegrated rock masses that were originally solid
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definition of quicksand
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mixture of sand and moving water; unsuitable for any construction
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test pits
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simple excavations that allow visual inspection of soil layers; costly, not generally dug below water table
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augur borings
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2"-2 1/2" auger fastened to a long pipe or rod is used to collect soil sample; stops at first obstruction so it is most effective in sand or clay and for depths not to exceed 50 ft.
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wash boring
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boring made with 2"-4" dia. pipe containing a smaller jet pipe through which water is forced; used to locate bedrock up to 100' deep when the soil is too compact for an auger
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core boring
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boring made with a diamond drill; can penetrate through all materials to great depths; more costly than most other methods; most reliable method
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specific gravity of soil
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determines void ratio
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liquid and plastic limits in cohesive soils
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give compressibility and compaction values
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water content in cohesive soils
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gives compressibility and compaction values
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void ratio
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determines compressibility of the soil
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unconfined compression, in cohesive soils
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allows and estimate of shear strength
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What are the three aspects of staying in budget?
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scope, quality and cost
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differential settlement (definition)
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uneven soil settlement that can cause cracks or failures in the foundation
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minimum footing depth in a freezing climate
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1 foot below the frost line (depth below which the soil does not freeze)
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necessary considerations when building on a clay subsoil
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Clay may swell when wet and shrink when dried, causing earth movement. This is more of a problem near the soil surface, where variations in moisture are more common. Problems particularly occur when some footings are close to the surface (subject to soil movement) and other footings are deep.
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Considerations when dealing with footings in sloping layers of earth
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Sloping layers of earth tend to move as a mass when exposed to excessive rain or moisture. This may cause buildings or power poles to tilt.
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Problems caused by soil moisture
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Higher levels of moisture reduce soil's bearing load capacity. Water can leak into the basement. Water can cause disintegration of certain building materials.
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types of asphalt paving
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asphaltic concrete, cold laid asphalt, asphalt macadam
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hydrostatic pressure
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Pressure exerted by a fluid at equilibrium, due to gravity. Causes water to leak into basements through cracks, joints, or even the porous concrete.
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capillary action
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The attraction of water molecules to soil particles. It is responsible for moving groundwater from wet areas to dry areas.
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maximum desirable slope of sidewalks (when accessibility is not a factor)
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10% maximum or 15% for short ramps
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drainage tile system (diameter, installation, and purpose)
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Should be minimum 6" diameter, laid in gravel at least 6" below the lowest floor slab, with wire screening over open joints to prevent clogging and a layer of straw on top of the gravel to prevent dirt from clogging the system. Diverts water away from the foundation.
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strategy to combat capillary action in slab on grade installations
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pour the slab over several inches of gravel fill to prevent water being drawn into the slab by capillary action
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waterstop
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continuous extruded plastic or polymer strip that is set along a concrete joint (commonly between a slab on grade and foundation wall) to seal against water penetration
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Organic fill
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Undesirable and should be replaced with compacted granular materials prior to foundation placement.
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artificial hardpan
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Method of improving compressible soil by blending sand, gravel, or crushed rock into the compressible soil.
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Methods to improve soil density (higher soil density results in higher strength)
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Reduce void volume by adding a compacted layer of cinders or ash; improve subsurface drainage; use a large number of short piles in the ground to compress the upper layer of earth; use heavy machinery such as sheepsfoot rollers.
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Problem with overcompaction
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Soil strength may be improved, but overcompaction can produce an unstable soil structure, resulting in serious heaving of the earth.
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surface water management (definition)
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design of drainage patterns that 1) do not disrupt the natural drainage of the site and 2) increase the capacity of the drainage system if the development results in increased runoff.
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things that affect the amount of runoff on a site
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intensity and duration of storms, size of area drained, soil porosity, slope, vegetation cover, and porosity of site improvements
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Standard on which surface water drainage system is based
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Most severe storm expected every 5, 10, 25, or 50 years. A 5-year storm might be the basis for a residential design, but 25- or 50-year storm might be used for a shopping center.
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Three types of drainage systems
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surface "sheet flow", surface flow in gutters, underground pipes
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slope of finished grade for drainage away from building
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2% away from building
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Drainage ditch slope
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2% - 10%
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Maximum slope of grass covered earth
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25% (to prevent erosion; facilitate mowing)
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Maximum slope of unmowed ground cover (e.g. ivy)
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up to 50% if soil is stable
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check dams (definition)
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small dam which lowers the speed of water flow in order to prevent erosion
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Minimum slope and placement for underground stormwater drainage
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0.3% minimum to allow self-cleaning; should be placed far enough underground to avoid damage from vehicles and prevent freezing
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maximum desirable slope of grassy recreation area
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3%
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minimum and maximum slope for streets
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minimum 0.5% (rarely 0.25%) for drainage; maximum 10% for ease of driving (may be up to 17% - trucks in low gear)
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level grade (slope and suitable activities)
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under 4%; suitable for most construction and activity courts such as soccer, basketball, etc.
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easy grade (percent slope and suitable activities)
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4%-10%; buildings with more complex foundations / road design / utilities; informal activities such as hiking
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steep slope (percent grade and suitable uses)
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greater than 10%; suitable only for expensive construction (complicated foundation and utility connections), often with split-level design; very limited recreation uses
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minimum slope for drainage of open land
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0.5% (some ponding will occur)
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minimum slope for drainage of planted area or large paved area
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1% minimum
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reason tree stumps must be completely dug out during site preparation
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they will eventually rot and leave undersirable voids, causing differential settling
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Alternative method of staking a building site that does not result in lost corner stakes
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Batter boards with string lines marking the limits of excavation
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maximum slope of a permanent cut
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1 1/2 horizontal to 1 vertical
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maximum slope of a permanent fill
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2 horizontal to 1 vertical
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Rough grading (definition)
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addition or removal of earth prior to the start of construction
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finish grading (definition and accuracy)
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final distribution of earth at the conclusion of construction; may include placement of topsoil for landscaping; usually accurate to within 1"
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backfill best practices
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should be deposited in layers 6-12" thick and compacted to avoid settlement; should be free of organic material that might later disintegrate and form voids; backfill over drain lines should be free of rock or other material that could crack the lines
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foundation (definition)
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part of the structure that transmits the building's loads to the soil
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footing (definition)
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parts of a foundation that are widened to spread the load over a larger area of soil
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types of shallow foundations (shallow spread footings)
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column footing; wall footing; combined or cantilever footing; mat footing (AKA raft foundation); boat footing
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column footing (definition)
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square or rectangular pad that spreads the column load over a larger area of soil
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wall footing (definition)
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continuous spread footing that spreads the wall load over a larger area of soil
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combined or cantilever footing (definition)
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when a column footing abuts the property line, these types of footings are used to connect the exterior column footing to the first interior column footing
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raft or mat footing (definition)
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one large footing under the entire building that distributes the load over the entire building area
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boat footing (definition)
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one large footing under the entire building, placed at a depth such that the weight of soil removed from the excavation is equal to the load of the new building (little or no additional load is added to the underlying soil)
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types of deep foundations
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piles (assumed to be driven), drilled piles, drilled caissons
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methods of load transfer for piles
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skin friction between the pile and surrounding soil; end bearing where the load is supported by rock or firm subsoil under the pile tip
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materials used for piles
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wood, steel, concrete, or composite of two materials; choice depends on size of load and potential for deterioration due to moisture; concrete is generally suitable under all conditions
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ways to determine safe carrying capacity of a pile
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pile-driving formulas, static pile formulas, pile load tests (most dependable)
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drilled pile (definition)
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vertical shaft drilled into the ground and filled with concrete; transmits the load by skin friction
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drilled caisson (definition)
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vertical shaft drilled into the ground and filled with concrete; transfers load by end bearing; bottom of the shaft is often enlarged (belled) to form a larger bearing area
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use of steel casing during construction of drilled piles or caissons
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keeps the shaft walls from caving in; removed as the concrete is poured
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caisson used in bridge construction
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box or cylinder shaped structure sunk into a wet area to allow construction within the box under dry conditions
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cofferdam (definition)
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sheet piling sunk into a wet area so that the water can be pumped out and construction takes place in the dry area (used for bridge piers, etc.)
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sheeting (definition)
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temporary wall of wood, steel, or precast concrete to retain soil around an excavation during construction
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slurry wall (definition)
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type of sheeting used in areas of soft earth with a high ground water table - a narrow trench is filled with slurry of bentonite clay and water (to resist inward hydraulic pressure and prevent cave-in), reinforcing steel is lowered into the trench, and concrete is placed from the bottom up (displacing the slurry, which is pumped out and recycled)
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rakers (definition)
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diagonal braces that help sheeting to resist soil pressure; not ideal because they interfere with excavation process
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tiebacks (definition)
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method of bracing sheeting by using cables driven into earth or rock behind the sheeting and anchor expanded at the end of the cable
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underpinning (definition and 2 common methods)
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support for an existing foundation or wall being extended downward to the level of a new, deeper foundation. Common methods are needle beams or pipe cylinders with hydraulic jacks.
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thickness of asphalt surface for a road
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2-3" depending on amount of wear expected
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asphaltic concrete (definition)
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asphalt cement and graded aggregates, proportioned and mixed at the plant, spread over a firm foundation at the site, and rolled while still hot
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cold laid asphalt (definition)
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same as asphaltic concrete but cold liquid asphalt and aggregates are used
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asphalt macadam (definition)
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a base of crushed stone, gravel, or slag is compacted to a smooth surface; sprayed with asphalt emulsion or hot asphalt cement; covered with fine aggregate; and rolled until the small aggregate fills the voids in the coarse aggregate
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methods to address steep grade changes
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masonry or concrete retaining wall; concrete or stone battered wall; cribbing; stone riprap
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considerations in selecting plants for landscaping
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environmental suitability, visual effect, future growth patterns, spacing, overall pattern, ability to withstand anticipated traffic, maintenance requirements
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aspects of climate that are affected by landscaping
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solar radiation (may absorb up to 90%), wind (can reduc by 90%), heat radiated from the ground (can reduce daytime temperature by up to 15 degrees), and humidity
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trees used to capture moisture and reduce fog
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needle-leafed trees
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three aspects of project design, of which one must always be flexible
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scope of work, quality, and cost
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two important factors that affect site development costs
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1) characteristics of the site and 2) design of the development
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site design approaches to minimize cost
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1) locate buildings on gently sloping land; 2)locate buildings where there is already positive natural drainage; 3) arrange vehicular circulation systems to follow topo contours; 4) locate parking lots on relatively level ground; 5) Locate buildings to minimize the new utility runs required; 6) Locate site improvements to utilize existing vegetation; 7) Locate improvements away from rock, organic soil, or areas of high water table; 8) coordinate location of new with existing facilities; 9) select appropriate finish materials; 10) select indigenous plants; 11) consider operation and maintenance costs for site lighting
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zoning envelope (definition)
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volume within which a building may be placed on the given site
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purposes of setbacks
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provide light and ventilation to building interiors, inhibit spread of fire to adjacent buildings, minimize conflict between street traffic and off-street activities
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FAR / floor area ratio (definition)
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ratio of total building floor area to total site area; restricts building bulk to encourage openness, light and air
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variance (definition)
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deviation from the precise terms of a zoning ordinance, granted when a literal application would be an undue hardship to property development
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conditional use
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provides flexibility in a zoning district by allowing particular uses only after specified conditions are met, a public hearing is held, and approval is given by the local governing body
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spot zoning
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condition where individual parcels are rezoned to a different designation than the surrounding parcels
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contract zoning
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an agreement between a developer and local government - usually involves the development meeting more stringent requirements than required by the zoning ordinance, in exchange for benefits
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incentive zoning
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waiver of some zoning requirements (e.g. height increase) if the developer provides bonus features (e.g. street widening, unobstructred views, inclusion of retail space in an office building, provision of public walkways, or open space preservation)
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