
n.
The measurement of dimensional relationships, as of horizontal distances, elevations, directions, and angles, on the earth's surface especially for use in locating property boundaries, construction layout, and mapmaking.
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American Heritage Dictionary:
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Britannica Concise Encyclopedia:
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McGraw-Hill Science & Technology Encyclopedia:
Surveying |
The measurement of dimensional relationships among points, lines, and physical features on or near the Earth's surface. Basically, surveying determines horizontal distances, elevation differences, directions, and angles. These basic determinations are applied further to the computation of areas and volumes and to the establishment of locations with respect to some coordinate system.
Surveying is typically used to locate and measure property lines; to lay out buildings, bridges, channels, highways, sewers, and pipelines for construction; to locate stations for launching and tracking satellites; and to obtain topographic information for mapping and charting.
Horizontal distances are usually assumed to be parallel to a common plane. Each measurement has both length and direction. Length is expressed in feet or in meters. Direction is expressed as a bearing of the azimuthal angle relationship to a reference meridian, which is the north-south direction. It can be the true meridian, a grid meridian, or some other assumed meridian. The degree-minute-second system of angular expression is standard in the United States.
Reference, or control, is a concept that applies to the positions of lines as well as to their directions. In its simplest form, the position control is an identifiable or understood point of origin for the lines of a survey. Conveniently, most coordinate systems have the origin placed west and south of the area to be surveyed so that all coordinates are positive and in the northeast quadrant.
Vertical measurement adds the third dimension to an object's position. This dimension is expressed as the distance above some reference surface, usually mean sea level, called a datum. Mean sea level is determined by averaging high and low tides during a lunar month.
Horizontal control
The main framework, or control, of a survey is laid out by traverse, triangulation, or trilateration. Some success has been achieved in locating control points from Doppler measurements of passing satellites, from aerial phototriangulation, from satellites photographed against a star background, and from inertial guidance systems. In traverse, adopted for most ordinary surveying, a line or series of lines is established by directly measuring lengths and angles. In triangulation, used mainly for large areas, angles are again directly measured, but distances are computed trigonometrically. This necessitates triangular patterns of lines connecting intervisible points and starting from a baseline of known length. New baselines are measured at intervals. Trigonometric methods are also used in trilateration, but lengths, rather than angles, are measured. The development of electronic distance measurement (EDM) instruments brought trilateration into significant use.
Distance measurement
Traverse distances are usually measured with a surveyor's tape or by EDM, but also may sometimes be measured by stadia, subtense, or trig-traverse.
Whether on sloping or level ground, it is horizontal distances that must be measured. In taping, horizontal components of hillside distances are measured by raising the downhill end of the tape to the level of the uphill end. On steep ground this technique is used with shorter sections of the tape. The raised end is positioned over the ground point with the aid of a plumb bob. Where slope distances are taped along the ground, the slope angle can be measured with the clinometer. The desired horizontal distance can then be computed.
In EDM the time a signal requires to travel from an emitter to a receiver or reflector and back to the sender is converted to a distance readout. The great advantage of electronic distance measuring is its unprecedented precision, speed, and convenience. Further, if mounted directly onto a theodolite, and especially if incorporated into it and electronically coupled to it, the EDM instrument with an internal computer can in seconds measure distance (even slope distance) and direction, then compute the coordinates of the sighted point with all the accuracy required for high-order surveying.
In the stadia technique, a graduated stadia rod is held upright on a point and sighted through a transit telescope set up over another point. The distance between the two points is determined from the length of rod intercepted between two horizontal wires in the telescope.
In the subtense technique the transit angle subtended by a horizontal bar of fixed length enables computation of the transit-to-bar distance ( Fig. 1). In trig-traverse the subtense bar is replaced by a measured baseline extending at a right angle from the survey line whose distance is desired. The distance calculated in either subtense or trig-traverse is automatically the horizontal distance and needs no correction.

Subtense bar. (Lockwood, Kessler, and Bartlett Inc.)
Angular measurement
The most common instrument for measuring angles is the transit or theodolite. It is essentially a telescope that can be rotated a measurable amount about a vertical axis and a horizontal axis. Carefully graduated metal or glass circles concentric with each axis are used to measure the angles. The transit is centered over a point with the aid of either a plumb bob suspended by a string from the vertical axis or (on some theodolites) an optical plummet, which enables the operator to sight along the instrument's vertical axis to the ground through a right-angle prism.
Elevation differences
Elevations may be measured trigonometrically in conjunction with reduction of slope measurements to horizontal distances, but the resulting elevation differences are of low precision.
Most third-order and all second- and first-order measurements are made by differential leveling, wherein a horizontal line of sight of known elevation is sighted on a graduated rod held vertically on the point being checked ( Fig. 2). The transit telescope, leveled, may establish the sight line, but more often a specialized leveling instrument is used. For approximate results a hand level may be used.

Theory of differential leveling.
Other methods of measuring elevation include trigonometric leveling which involves calculating height from measurements of horizontal, distance and vertical angle; barometric leveling, a method of determining approximate elevation difference with aid of a barometer; and airborne profiling, in which a radar altimeter on an aircraft is used to obtain ground elevations.
Astronomical observations
To determine meridian direction and geographic latitude, observations are made by a theodolite or transit on Polaris, the Sun, or other stars. Direction of the meridian (geographic north-south line) is needed for direction control purposes; latitude is needed where maps and other sources are insufficient. The simplest meridian determination is made by sighting Polaris at its elongation, as the star is rounding the easterly or westerly extremity of its apparent orbit. An angular correction is applied to the direction of sighting, which is referenced to a line on the ground. The correction value is found in an ephemeris. See also Ephemeris; Topographic surveying and mapping.
McGraw-Hill Dictionary of Architecture & Construction:
surveying |
That branch of engineering concerned with a determination of the earth’s surface features in relation to each other, as the relative position of points, a determination of areas, etc., and their recording on a map.
Gale Encyclopedia of US History:
Surveying |
Using little more than a compass and a 66-foot chain, early American surveyors set out early to chart the United States of America. Surveys determine boundaries, chart coastlines and navigable streams and lakes, and provide for mapping of land surfaces. Much of this work done in the early days of the United States used rudimentary, although not necessarily inefficient, equipment.
For instance, surveyors set a 2,000-mile line for the transcontinental railroad in the 1860s without the benefit of maps, aerial views, or precise knowledge of topographical features. A century later, when surveyors set the line for Interstate 80 using everything their predecessors had not, the route followed the railroad's route almost exactly.
The primary tool used by surveyors in North America from the 1600s through the end of the 1800s was a "Gunter's chain," measuring 66 feet long, usually with 100 swiveled links. A retractable steel tape to replace the chain was patented in 1860 by W. H. Paine of Sheboygan, Wisconsin.
Surveyors relied on the compass to set the direction of their chain. Goldsmith Chandlee, a notable clock and instrument maker, built a brass foundry in Winchester, Virginia, in 1783 and made the most advanced surveying compasses of his day.
The biggest breakthrough in surveying technology came in England in 1773, when Jesse Ramsden invented the circular dividing engine, which allowed the manufacture of precise scientific and mathematical instruments. The first American to develop a capability for the mechanical graduation of instruments was William J. Young. Young built the first American transit in Philadelphia in 1831, replacing the heavier, more inconvenient theodolite, which measures horizontal and vertical angles. The transit has a telescope that can be reversed in direction on a horizontal axis. The transit built by Young differs little from the transit used in the early twenty-first century.
The increased demand for accuracy in railroad construction, civil engineering, and city surveys led to the rapid acceptance of the transit. An influx of tradesmen from the Germanic states in the 1830s and 1840s provided a means of manufacturing precision instruments in volume.
To help with mathematical calculations, surveyors began experimenting with a number of nonelectric calculators, including Thacher's Calculating Instrument, patented in 1881, which was the equivalent of a 360-inch-long slide rule precise to 1:10,000. Slide rules replaced calculating instruments, calculators replaced slide rules, and computers have replaced calculators.
America's original thirteen colonies, as well as a few states such as Texas and Kentucky, were originally surveyed by metes and bounds, which is the process of describing boundaries by a measure of their length. On 7 May 1785, Congress adopted the Governmental Land Surveys, which provided for the "rectangular system," which measured distances and bearing from two lines at right angles and established the system of principal meridians, which run north and south, and base lines, running east and west.
Under the Northwest Ordinance of 1787, Ohio served as the experimental site for the new public lands surveying system. The lessons learned culminated in the Land Ordinance of 1796, which determined the surveying and numbering scheme used to survey all remaining U.S. public lands.
The first government-sanctioned survey was the Survey of the Coast, established in 1807 to mark the navigational hazards of the Atlantic Coast. Under Superintendent Ferdinand Hassler, the survey used crude techniques, including large theodolites, astronomical instruments, plane table topography, and lead line soundings to determine hydrography. Despite these techniques, the survey achieved remarkable accuracy.
By the time the Coast Survey was assigned to map Alaska's coast, after Alaska was acquired in 1867, technological advancements had provided new kinds of bottom samplers, deep-sea thermometers, and depth lines. A new zenith telescope determined latitude with greater accuracy, and the telegraph provided a means of determining longitudinal differences by flashing time signals between points.
Inland, surveys were more informal. Often under sponsorship from the Army, explorers such as Meriwether Lewis and William Clark, Zebulon Pike, and Stephen H. Long went out on reconnaissance missions, gathering geographic, geologic, and military information.
After the Civil War (1861–1865), westward migration created a need for detailed information about the trans-Mississippi West. Congress authorized four surveys named after their leaders: Clarence King, F. V. Hayden, John Wesley Powell, and George M. Wheeler. In addition to topography and geography, these surveys studied botany, paleontology, and ethnology.
The U.S. Geological Survey was formed in 1879 and began mapping in the 1880s, relying on the chain-and-compass method of surveying. By the early 1900s, surveyors were working with plane tables equipped with telescopic alidades with vertical-angle arcs, allowing lines of survey to be plotted directly from the field. Leveling instruments have been used since 1896 to set permanent elevation benchmarks.
Aerial photography came into use as a survey tool following World War I (1914–1918), and photogrammetry was widely used by the 1930s. Today, satellites enable surveyors to use tools as sophisticated as the global positioning system (GPS), which can eliminate the need for a line-of-sight survey.
Bibliography
Cazier, Lola. Surveys and Surveyors of the Public Domain, 1785–1975. Washington, D.C.: U.S. Department of the Interior, Bureau of Land Management, 1993.
Thompson, Morris M. Maps for America: Cartographic Products of the U.S. Geological Survey and Others. Reston, Va.: U.S. Government Printing Office, 1979.
"Virtual Museum of Surveying." Ingram-Hagen & Co.; updated June 2002. Available at http://www.surveyhistory.org
Columbia Encyclopedia:
surveying |
Types and Branches of Surveying
Hydrographic surveying deals with bodies of water and coast lines, is recorded on charts, and records such features as bottom contours, channels, buoys, and shoals. Land surveying includes both geodetic surveying, used for large areas and taking into account the curvature of the earth's surface (see geodesy), and plane surveying, which deals with areas sufficiently small that the earth's curvature is negligible and can be disregarded. Plane surveying dates from ancient times and was highly developed in Egypt. It played an important role in American history in marking boundaries for settlements; surveying was a profession of distinction-both Washington and Jefferson worked for a time as surveyors. Branches of surveying are named according to their purpose, e.g., topographic surveying, used to determine relief (see contour), route surveying, mine surveying, construction surveying; or according to the method used, e.g., transit surveying, plane-table surveying, and photogrammetic surveying (securing data by photographs).
Instruments and Techniques
In surveying, measurements may be made directly, electronically, by the use of optical instruments, by computations from known lines and angles, or by combination methods. Instruments used for direct linear measurements include the Gunter's chain (known also as the surveyor's chain), which is 66 ft (20 m) long and divided into 100 links; the engineer's chain, 100 ft (30 m) long and also consisting of 100 links; the tape, usually of steel, which has largely superseded chains; and the rod. Tapes and rods made of Invar metal (an alloy of steel and nickel) are used for very precise work because of their low coefficient of thermal expansion. In many situations electronic instruments, such as the geodimeter, which uses light waves, and the tellurometer, which uses microwaves, provide a more convenient and more accurate means of determining distance than do tapes and rods.
The height of points in relation to a datum line (usually mean sea level) is measured with a leveling instrument consisting of a telescope fitted with a spirit level and usually mounted on a tripod. It is used in conjunction with a leveling rod placed at the point to be measured and sighted through the telescope. The transit is used to measure vertical and horizontal angles and may be used also for leveling; its chief elements are a telescope that can be rotated (transited) about a horizontal and about a vertical axis, spirit levels, and graduated circles supplemented by vernier scales. Known also as a transit theodolite, or transit compass, the transit is a modification of the theodolite, an instrument that, in its original form, could not be rotated in a vertical axis. A plane table consists of a drawing board fixed on a tripod and equipped with an alidade (a rule combined with a telescope); it is used for direct plotting of data on a chart and is suitable for rapid work not requiring a high degree of precision.
The stadia method of measuring distance, a rapid system useful in surveying inaccessible terrain and in checking more precise measurements, consists in observing through a telescope equipped with two horizontal cross hairs or wires (stadia hairs) the interval delimited by the hairs on a calibrated stadia rod; the interval depends on the distance between the rod and the telescope.
Surveys based on photographs are especially useful in rugged or inaccessible country and for reconnaissance surveys for construction, mapping, or military purposes. In air photographs, errors resulting from tilt of the airplane or arising from distortion of ground relief may be corrected in part by checking against control points fixed by ground surveys and by taking overlapping photographs and matching and assembling the relatively undistorted central portions into a mosaic. These are usually examined stereoscopically.
Bibliography
See W. H. Rayner and M. O. Schmidt, Fundamentals of Surveying (5th ed. 1969); R. F. Spier, Surveying and Mapping (1970); J. Anderson and E. Mikhail, Introduction to Surveying (1989); F. Bell, Surveying and Setting Out Procedures (1991).
Gale Encyclopedia of the Early Modern World:
Surveying |
Surveying, initially the geometrical and legal description of local lands and county seats, gained importance throughout the early modern period as legal and economic arguments came to rely on accurate descriptions and, increasingly, on measurement and "plotting." By the late seventeenth century, surveying included the mapping of larger political units; by the eighteenth, military leaders and colonial governors, as well as landed individuals, employed surveyors and cartographers. Techniques and instruments developed throughout the period produced a coherent body of theory and practice used for imperial mapping in the late eighteenth and nineteenth centuries.
At the end of the fifteenth century, surveying consisted largely of written descriptions of fields and estates based on visual inspection of an area. Although landmarks and natural division points were more crucial for determining land ownership, these methods were often accompanied by some sort of measurement. In the first half of the sixteenth century, surveying was often restricted to "viewing" or chain-measuring, and the chain often symbolized the surveyors' profession. As the century progressed, and more standardized techniques of measurement were developed and surveying moved from linear and geometrical methods to those based on angular or trigonometric measurement, surveyors began to produce maps or "plots." Although such advanced mathematical methods were developed by the end of the century, chain-measuring continued to be used into the eighteenth century.
The introduction of triangulation methods, the plane table, and the theodolite, as well as rules of acceptable practice, transformed surveying into an exact art. Leonard Digges's Pantometria (1571), for example, introduced these techniques and instruments into England. Throughout the seventeenth century the new surveying instruments were refined, a number of surveying manuals were published, and surveyors were increasingly trained in mathematics and astronomical techniques. Surveying, unlike mapping on a larger scale or the later colonial and country surveys, such as the Ordnance Survey of Ireland (1824–1846), did not require longitude and latitude placement, and therefore did not use astronomical observations in order to achieve accuracy.
Part of the transformation in surveying that took place during the early modern period was related to the changing awareness on the part of landowners of the desirability of surveying and mapping their lands. As surveyors gradually convinced their patrons of the utility of scale maps, this cognitive shift led to a cartographic revolution. Carefully measured and drawn maps (as opposed to earlier sketch maps) began to be used by landowners as evidence in court cases, by generals planning their military strategies, and by governors interested in inventories and tax collecting. All of this was symptomatic of the developing map culture, driven in part by the increasing study of geography at schools and universities.
By the end of the early modern period, Europeans were surveying their own lands and the other parts of the world they were conquering. They believed that, through measurement and cartographic depiction, they could control the land and the people who lived there. Only the impressive developments of surveying instruments and techniques, and the conceptual acceptance of the scale map as an objective and controllable representation of the land, made that idea plausible.
Bibliography
Bennett, James A. The Divided Circle: A History of Instruments for Astronomy, Navigation and Surveying. Oxford, 1987.
Kain, Robert J. P., and Elizabeth Baigent. The Cadastral Map in the Service of the State: A History of Property Mapping. Chicago, 1992.
Richeson, Allie Wilson. English Land Measuring to 1800: Instruments and Practices. Cambridge, Mass., 1966.
—LESLEY B. CORMACK
Mosby's Dental Dictionary:
surveying |
The procedure of studying the relative parallelism or lack of parallelism of the teeth and associated structures to select a path of placement for a restoration that will encounter the least tooth or tissue interference and provide adequate and balanced retention; locating guiding plane surfaces to direct placement and removal of the restoration and to achieve the best appearance possible.
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Surveying or land surveying is the technique, profession, and science of accurately determining the terrestrial or three-dimensional position of points and the distances and angles between them. These points are usually on the surface of the Earth, and they are often used to establish land maps and boundaries for ownership or governmental purposes.
To accomplish their objective, surveyors use elements of mathematics (geometry and trigonometry), physics, engineering and law.
An alternative definition, per the American Congress on Surveying and Mapping (ACSM), is the science and art of making all essential measurements to determine the relative position of points and/or physical and cultural details above, on, or beneath the surface of the Earth, and to depict them in a usable form, or to establish the position of points and/or details.
Furthermore, as alluded to above, a particular type of surveying known as "land surveying" (also per ACSM) is the detailed study or inspection, as by gathering information through observations, measurements in the field, questionnaires, or research of legal instruments, and data analysis in the support of planning, designing, and establishing of property boundaries. It involves the re-establishment of cadastral surveys and land boundaries based on documents of record and historical evidence, as well as certifying surveys (as required by statute or local ordinance) of subdivision plats/maps, registered land surveys, judicial surveys, and space delineation. Land surveying can include associated services such as mapping and related data accumulation, construction layout surveys, precision measurements of length, angle, elevation, area, and volume, as well as horizontal and vertical control surveys, and the analysis and utilization of land survey data.
Surveying has been an essential element in the development of the human environment since the beginning of recorded history (about 5,000 years ago). It is required in the planning and execution of nearly every form of construction. Its most familiar modern uses are in the fields of transport, building and construction, communications, mapping, and the definition of legal boundaries for land ownership.
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Surveying techniques have existed throughout much of recorded history. In ancient Egypt, when the Nile River overflowed its banks and washed out farm boundaries, boundaries were re-established by a rope stretcher, or surveyor, through the application of simple geometry. The nearly perfect squareness and north-south orientation of the Great Pyramid of Giza, built c. 2700 BC, affirm the Egyptians' command of surveying.
A brief history of surveying:
In the 18th century in Europe triangulation was used to build a hierarchy of networks to allow point positioning within a country. Highest in the hierarchy were triangulation networks. These were densified into networks of traverses (polygons), into which local mapping surveying measurements, usually with measuring tape, corner prism and the familiar red and white poles, are tied. For example, in the late 1780s, a team from the Ordnance Survey of Great Britain, originally under General William Roy began the Principal Triangulation of Britain using the specially built Ramsden theodolite. Large scale surveys are known as geodetic surveys.
A cadastre loses its value if register and maps are not constantly updated. Because of the fundamental value of land and real estate to the local and global economy, land surveying was one of the first professions to require Professional Licensure. In many jurisdictions, the land surveyors license was the first Professional Licensure issued by the state, province, or federal government.
Historically, distances were measured using a variety of means, such as with chains having links of a known length, for instance a Gunter's chain, or measuring tapes made of steel or invar. To measure horizontal distances, these chains or tapes were pulled taut according to temperature, to reduce sagging and slack. Additionally, attempts to hold the measuring instrument level would be made. In instances of measuring up a slope, the surveyor might have to "break" (break chain) the measurement- use an increment less than the total length of the chain.
Historically, horizontal angles were measured using a compass, which would provide a magnetic bearing, from which deflections could be measured. This type of instrument was later improved, with more carefully scribed discs providing better angular resolution, as well as through mounting telescopes with reticles for more-precise sighting atop the disc (see theodolite). Additionally, levels and calibrated circles allowing measurement of vertical angles were added, along with verniers for measurement to a fraction of a degree—such as with a turn-of-the-century transit.
The simplest method for measuring height is with an altimeter — basically a barometer — using air pressure as an indication of height. But surveying requires greater precision. A variety of means, such as precise levels (also known as differential leveling), have been developed to do this. With precise leveling, a series of measurements between two points are taken using an instrument and a measuring rod. Differentials in height between the measurements are added and subtracted in a series to derive the net difference in elevation between the two endpoints of the series. With the advent of the Global Positioning System (GPS), elevation can also be derived with sophisticated satellite receivers, but usually with somewhat less accuracy than with traditional precise leveling. However, the accuracies may be similar if the traditional leveling would have to be run over a long distance.
Triangulation is another method of horizontal location made almost obsolete by GPS. With the triangulation method, distances, elevations and directions between objects at great distance from one another can be determined. Since the early days of surveying, this was the primary method of determining accurate positions of objects for topographic maps of large areas. A surveyor first needs to know the horizontal distance between two of the objects. Then the height, distances and angular position of other objects can be derived, as long as they are visible from one of the original objects. High-accuracy transits or theodolites were used for this work, and angles between objects were measured repeatedly for increased accuracy.
Turning is a term used when referring to moving the level to take a elevation shot in a different location. When land surveying, there may be trees or other obstructions blocking the view from the level gun to the level rod. In order to "turn" the level gun, you mush first take a shot on the rod from your current location and record the elevation. Keeping the level rod in exactly the same location and elevation you may move the level gun to a different location where the level rod is still visible. Record the new elevation seen from the new location of the level rod and use the difference in elevations to find the new elevation of the level gun. Turning is not only used when there are obstructions in the way, but also when drastically changing elevations. You can turn up or down in elevation but the gun must always be at a higher elevation than the base of the rod. A level rod can usually be raised up to 25 feet high which enables the gun to be set much higher. However, if the gun is lower than the base of the rod, you will not be able to take a shot because the rod cannot be lowered beyond the ground elevation.
As late as the 1990s, the basic tools used in planar surveying were a tape measure for determining shorter distances, a level to determine height or elevation differences, and a theodolite, set on a tripod, to measure angles (horizontal and vertical), combined with the process of triangulation. Starting from a position with known location and elevation, the distance and angles to the unknown point are measured.
A more modern instrument is a total station, which is a theodolite with an electronic distance measurement device (EDM). A total station can also be used for leveling when set to the horizontal plane. Since their introduction, total stations have made the technological shift from being optical-mechanical devices to being fully electronic.
Modern top-of-the-line total stations no longer require a reflector or prism (used to return the light pulses used for distancing) to return distance measurements, are fully robotic, and can even e-mail point data to the office computer and connect to satellite positioning systems, such as a Global Positioning System. Though real-time kinematic GPS systems have increased the speed of surveying, they are still horizontally accurate to only about 20 mm and vertically accurate to about 30–40 mm.[4]
Total stations are still used widely, along with other types of surveying instruments. However, GPS systems do not work well in areas with dense tree cover or constructions. One-person robotic-guided total stations allow surveyors to gather precise measurements without extra workers to look through and turn the telescope or record data. A faster but expensive way to measure large areas (not details, and no obstacles) is with a helicopter, equipped with a laser scanner, combined with a GPS to determine the position and elevation of the helicopter. To increase precision, surveyors place beacons on the ground (about 20 km (12 mi) apart). This method reaches precisions between 5–40 cm (depending on flight height).[5]
The basic principles of surveying have changed little over the ages, but the tools used by surveyors have evolved tremendously. Engineering, especially civil engineering, depends heavily on surveyors.
Whenever there are roads, railways, reservoir, dams, retaining walls, bridges or residential areas to be built, surveyors are involved. They establish the boundaries of legal descriptions and the boundaries of various lines of political divisions. They also provide advice and data for geographical information systems (GIS), computer databases that contain data on land features and boundaries.
Surveyors must have a thorough knowledge of algebra, basic calculus, geometry, and trigonometry. They must also know the laws that deal with surveys, property, and contracts.
In addition, they must be able to use delicate instruments with accuracy and precision. In the United States, surveyors and civil engineers use units of feet wherein a survey foot is broken down into 10ths and 100ths. Many deed descriptions requiring distance calls are often expressed using these units (125.25 ft). On the subject of accuracy, surveyors are often held to a standard of one one-hundredth of a foot; about 1/8 inch. Calculation and mapping tolerances are much smaller wherein achieving near-perfect closures are desired. Though tolerances such as this will vary from project to project, in the field and day to day usage beyond a 100th of a foot is often impractical.
In most of the United States, surveying is recognized as a distinct profession apart from engineering. Licensing requirements vary by state, but they generally have components of education, experience and examinations. In the past, experience gained through an apprenticeship, together with passing a series of state-administered examinations, was required to attain licensure. Now, most states insist upon basic qualification of a degree in surveying, plus experience and examination requirements.
The licensing process typically follows two phases. First, upon graduation, the candidate may be eligible to take the Fundamentals of Land Surveying exam, to be certified upon passing and meeting all other requirements as a surveyor in training (SIT). Upon being certified as an SIT, the candidate then needs to gain additional experience to become eligible for the second phase. That typically consists of the Principles and Practice of Land Surveying exam along with a state-specific examination.
Licensed surveyors usually denote themselves with the letters P.S. (professional surveyor), L.S. (land surveyor), P.L.S. (professional land surveyor), R.L.S. (registered land surveyor), R.P.L.S. (Registered Professional Land Surveyor), or P.S.M. (professional surveyor and mapper) following their names, depending upon the dictates of their particular jurisdiction of registration.
In Canada, land Surveyors are registered to work in their respective province. The designation for a land surveyor breaks down by province, but follows the rule whereby the first letter indicates the province, followed by L.S. There is also a designation as a C.L.S. or Canada lands surveyor, who has the authority to work on Canada Lands, which include Indian Reserves, National Parks, the three territories and offshore lands.
In many Commonwealth countries, the term Chartered Land Surveyor is used for someone holding a professional license to conduct surveys.
A licensed land surveyor is typically required to sign and seal all plans, the format of which is dictated by their state jurisdiction, which shows their name and registration number. In many states, when setting boundary corners land surveyors are also required to place survey monuments bearing their registration numbers, typically in the form of capped iron rods, concrete monuments, or nails with washers.
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It has been suggested that Construction surveying#Professional status of construction surveyors be merged into this article or section. (Discuss) Proposed since December 2011. |
Building surveying emerged in the 1970s as a profession in the United Kingdom by a group of technically minded general practice surveyors.[6] Building surveying is a recognised profession in Britain, Ireland, Australia and Hong Kong. In Australia in particular, due to risk mitigation and limitation factors, the employment of surveyors at all levels of the construction industry is widespread. There are still many countries where it is not widely recognized as a profession.
Building Surveyors are trained to some extent in all aspects of property but with specific training in Building Pathology, as such they have a wide understanding of the end implications of decisions taken by more specific professions and trades during the realisation process, thus making them suitable for employment as Project and Property Managers on the client side (i.e. managing external contractors).
Services that building surveyors undertake are broad but can include:
Building surveyors also advise on many aspects of construction including:
Clients of a building surveyor can be the government agencies, businesses and individuals. Surveyors work closely with architects, planners, quantity surveyors, engineers, homeowners and tenants groups. A building surveyor may be called to act as an expert witness. It is usual for building surveyors to earn a college degree before undertaking structured training to become a member of a professional organisation.
With the enlargement of the European community, the profession of the building surveyor is becoming more widely known in other European states, particularly France,[9] where many English-speaking people buy second homes.
Lidar Surveying – Three-dimensional laser scanning provides high definition surveying for architectural, as-built, and engineering surveys. Recent technological advances make it the most cost-effective and time-sensitive solution for providing the highest level of detail available for interior and exterior building work.
One of the primary roles of the land surveyor is to find and mark certain locations on land. A typical location of interest, for example, is the boundary of a person's property. That boundary is described in legal documents and the land surveyor follows that description and locates the boundary on the physical land and marks it, so the owner knows what land he can legally use. As an example, such a legal description may refer to a point as being 120.25 feet south of some existing marker. The land surveyor in that case would find the existing marker and use measuring instruments to find the point 120.25 feet south of that, and place a new marker at that location. These markers are called monuments.
Over time, development, vandalism, and acts of nature often wreak havoc on monumentation, so the land surveyor is often forced to consider other evidence such as fence locations, woodlines, monuments on neighboring property, recollections of people, and other evidence.[citation needed]
Reference monumentation refers to actual physical points on the ground that define location of boundary lines that divide neighboring parcels as well as their respective corners. Also called survey control, they are most often 1/2" or 5/8" iron rebar rods or pipes placed at 18" minimum depth. These rods and/or pipes usually have an affixed plastic cap over the top bearing the responsible surveyors' name and license number. In addition to rods and pipes, surveyors often use 4x4" concrete posts at corners of large parcels or anywhere that would require more stability (e.g. beach sand). They place them three feet deep. In places where there is asphalt or concrete, it is common to place nails or aluminum alloy caps to re-establish boundary corners. Marks are meant to be durable, stable, and as "permanent" as possible. The aim is to provide sufficient marks so some marks will remain for future re-establishment of boundaries. The material and marking used on monuments placed to mark boundary corners are often subject to state laws.[citation needed]
Cadastral land surveyors are licensed by governments.[citation needed] In the United States, cadastral surveys are typically conducted by the federal government, specifically through the Cadastral Surveys branch of the Bureau of Land Management (BLM), formerly the General Land Office (GLO).[10] They consult with USFS, Park Service, Corps of Engineers, BIA, Fish and Wildlife Service, Bureau of Reclamation, etc. In states that have been organized per the Public Land Survey System (PLSS), surveyors carry out BLM Cadastral Surveys in accordance with that system.
A common use of a survey is to determine a legal property boundary. The first stage in such a survey is to research relevant title records such as deeds, survey monumentation (marks on the ground), and any public or private records that provide relevant data.[citation needed]
In order to properly establish the position for survey markers, the surveyor must then take measurements. To do this, the surveyor usually places a total station over various points on the ground and records distances taken with the EDM.[citation needed]
The surveyor analyses the data and makes comparisons with existing records to determine evidence that can be used to establish boundary positions. The surveyor calculates the bearing and distance of lines between the boundary corners and total station positions and uses them to set out and mark the corners in the field. He may check measurements by measuring directly between places using a flexible tape.[citation needed]
Many properties have considerable problems with regards to improper bounding, miscalculations in past surveys, titles, easements, and wildlife crossings. Also many properties are created from multiple divisions of a larger piece over the course of years, and with every additional division the risk of miscalculation increases. The result can be abutting properties not coinciding with adjacent parcels, resulting in hiatuses (gaps) and overlaps. The art plays a role when a surveyor must solve a puzzle using pieces that do not exactly fit together. In these cases, the solution is based upon the surveyor's research and interpretation, along with established procedures for resolving discrepancies.[citation needed]
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