||It has been suggested that some portions of this article be split into articles titled Land surveying and Construction surveying. (July 2014)|
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, commonly practiced by surveyors, and members of various engineering professions. These points are usually on the surface of the Earth, and they are often used to establish land maps and boundaries for ownership, locations (building corners, surface location of subsurface features) or other governmentally required or civil law purposes (property sales).
An alternative definition, from 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 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 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 or 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.
Surveyors use various tools to do their work successfully and accurately, such as total stations, robotic total stations, GPS receivers, prisms, 3D scanners, radio communicators, handheld tablets, digital levels, and surveying software.
Surveying has been an essential element in the development of the human environment since the beginning of recorded history (about 6,000 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.
- 1 History
- 2 Surveying techniques
- 3 Surveying equipment
- 4 Types of surveys
- 5 Surveying as a career
- 6 Duties and roles
- 7 See also
- 8 References
- 9 Further reading
- 10 External links
In ancient Egypt, when in 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. The Groma surveying instrument originated in Mesopotamia (early 1st millennium BC).
Under the Romans, land surveyors were established as a profession, and they established the basic measurements under which the Roman Empire was divided, such as a tax register of conquered lands (300 AD).
In England, the Domesday Book, commissioned by William the Conqueror in 1086 recorded the names of all the land owners, the area of land they owned, the quality of the land, and specific information of the area's content and inhabitants, although it did not include maps showing exact locations.
A plane table was described by Abel Foullon in 1551, but is thought that the instrument was in use earlier as his description is of a fully developed instrument.
In the 18th century, modern techniques and instruments for surveying began to be used. The modern theodolite, a precision instrument for measuring angles in the horizontal and vertical planes, was introduced by Jesse Ramsden in 1787. He created his great theodolite using a very accurate dividing engine of his own design. Earlier, more primitive devices, had been invented by Leonard Digges, Joshua Habermel and Jonathan Sisson in the previous centuries, but Ramsden's theodolite represented a great step forward in the instrument's accuracy. William Gascoigne invented an instrument that used a telescope with an installed crosshair as a target device, in 1640. James Watt developed an optical meter for the measuring of distance in 1771; it measured the parallactic angle from which the distance to a point could be deduced.
The modern systematic use of triangulation was introduced by the Dutch mathematician Willebrord Snell, who in 1615 surveyed the distance from Alkmaar to Bergen op Zoom, approximately 70 miles (110 kilometres), using a chain of quadrangles containing 33 triangles in all. Snell calculated how the planar formulae could be corrected to allow for the curvature of the earth. He also showed how to resection, or calculate, the position of a point inside a triangle using the angles cast between the vertices at the unknown point. These could be measured much more accurately than bearings of the vertices, which depended on a compass. This established the key idea of surveying a large-scale primary network of control points first, and then locating secondary subsidiary points later, within that primary network. Between 1733 and 1740 Jacques Cassini and his son César Cassini undertook the first triangulation of France, including a re-surveying of the meridian arc, leading to the publication in 1745 of the first map of France constructed on rigorous principles.
Triangulation methods were by now well established for local mapmaking, but it was only towards the end of the 18th century that detailed triangulation network surveys were established to map whole countries. 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 in 1783. This survey was finally completed in 1853. The Great Trigonometric Survey of India, which ultimately named and mapped Mount Everest and the other Himalayan peaks, was begun in 1801. The Indian survey had an enormous scientific impact; it was responsible for one of the first accurate measurements of a section of an arc of longitude, and for measurements of the geodesic anomaly. Surveying became a professional occupation in high demand at the turn of the 19th century with the onset of the Industrial Revolution. Surveyors were used on industrial infrastructure projects, such as canals, roads and rail, and the profession developed increasingly accurate instruments to aid its work.
In the USA, the Land Ordinance of 1785 created the Public Lands Survey System which formed the basis for dividing the western territories into sections to allow the sale of land. States were divided into township grids which were further divided into sections and fractions of sections.
Robert Torrens introduced the Torrens system in South Australia in 1858. Torrens' system was intended to simplify land transactions and provide reliable titles via a centralised register of land. The Torrens system was eventually adopted in several other nations of the English speaking world.
Because of the fundamental value of land and real estate to the 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 government.
At the beginning of the century surveyors still faced the problem of measuring long distances accurately, despite improvements over the older measuring chains and ropes. During the 1950s, the Tellurometer, developed by Dr Trevor Lloyd Wadley was developed to measure long distances using two microwave transmitter/receivers. During the late 1950s Geodimeter introduced Electronic Distance Measurement Equipment(EDM) using the principles of measuring the phase shift of light waves that are still used by modern instruments. These instruments were able to measure between points many kilometers apart in one go, sometimes saving the need for days or weeks of chain measurements.
Advances in electronics allowed miniaturisation of EDM and in the 1970s the first instruments combining angle and distance measurement were produced, becoming known as total stations. Gradually manufacturers added more equipment such as tilt compensators, data recorders, and onboard calculation programs, bringing improvements in accuracy, and speed of measurement.
The first Satellite positioning system was the U.S. Navy TRANSIT system. The first successful launch took place in 1960. The system's primary purpose was to provide position information to Polaris missile submarines, but it could also be used by surveyors with field receivers to determine the location of a point. The small number of satellites and bulky equipment made observations slow, difficult and inaccurate, so usage of this system was limited to establishing benchmarks in remote locations.
The first prototype satellites of the Global positioning system were launched in 1978. Initially another military system, GPS used a larger constellation of satellites and improved signal transmission to allow more accuracy. Early GPS observations required the receiver to be fixed in a static position for several hours to collect enough observations to reach survey accuracy requirements. Recent improvements to both the satellites and the receivers allow high accuracy measurements to be made by using a fixed base station and a second roving antenna, known as Real-Time Kinematic (RTK) surveying.
Surveyors determine the position of objects by measuring angles and distances, along with various factors that can affect the accuracy of their observations. From this information, they can calculate more advanced constructs such as vectors, bearings, co-ordinates, elevations, areas, volumes, plans and maps. Measurements are also often split into horizontal and vertical components to simplify calculation. GPS and astronomic measurements also require measurement of a time component.
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. Perambulators, or measuring wheels could be used to measure longer distances but not to a high level of accuracy. Tacheometry is the science of measuring distances by measuring the angle between two ends of an object with a known size, and was sometimes used prior to the invention of EDM where rough ground made chain measurement impractical.
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 Plane table provided a graphical method of recording and measuring angles, which reduced the amount of mathematics required.
By observing the bearing from every vertex in a figure, a surveyor can measure around the figure and the final observation will be between the two points first observed, except with a 180° difference. This is known as a close. If the first and last bearings are different, this shows the error in the survey, which is known as the angular misclose. The surveyor can use this information to prove that the work meets the expected standards.
The simplest method for measuring height is with an altimeter – basically a barometer – using air pressure as an indication of height. But when more precise measurements are needed, a variety of means, such as precise levels (also known as differential leveling), have been developed to do this. When 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.
When using an optical level, the endpoint to be leveled may be out of the effective range of the instrument, or there may be obstructions or large changes of elevation between the endpoints. In these situations, multiple setups are needed. Turning is a term used when referring to moving the level to take an elevation shot from a different location. In order to "turn" the level, one must first take a reading and record the elevation of the point the rod is located on. While the rod is being kept in exactly the same location, the level is moved to a new location where the rod is still visible. A reading is taken from the new location of the level and the height difference is used to find the new elevation of the level gun. This may then be repeated until the series of measurements is completed. Because the level must be horizontal to obtain a valid measurement, if the horizontal crosshair of the instrument is lower than the base of the rod, the surveyor will not be able to sight the rod and get a reading. The rod can usually be raised up to 25 feet high, allowing the level to be set much higher than the base of the rod.
Few survey positions are derived from first principles. Instead, most surveys points are measured relative to previously measured points. This forms a reference or control network where each point can be used by a surveyor to determine their own position when beginning a new survey.
Survey points are usually marked on the earth's surface by an object ranging from small nails driven into the ground to large beacons that can be seen from long distances. The surveyor can set up their instruments on this position and measure to nearby objects. Sometimes a tall, distinctive feature such as a steeple or radio aerial has it's position calculated a reference point that angles can be measured against.
Triangulation is a method of horizontal location favoured in the days prior to EDM and GPS measurement. 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, known as the baseline. 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. See also Triangulation in three dimensions.
Offsetting is an alternate method of determining position of objects, and was often used to measure imprecise features such as riverbanks. The surveyor would mark and measure two known positions on the ground roughly parallel to the feature, and mark out a baseline between them . At regular intervals, a distance was measured at right angles from the first line to the feature. The measurements could then be plotted on a plan or map, and the points at the ends of the offset lines could be joined to show the feature.
Traversing is a common method of surveying smaller areas. Starting from an old reference mark or known position, the surveyor creates a network of reference marks covering the area to be surveyed. They then measure bearings and distances between the reference marks, and to the features to be surveyed. Most traverses form a loop pattern or link between two prior reference marks to allow the surveyor to check their measurements are correct.
Errors and Accuracy
A basic tenet of surveying is that no measurement is perfect, and that there will always be a small amount of error. Survey errors are classed into three types:
- Gross errors or blunders: are errors made by the surveyor during the survey, for example, upsetting the instrument, misaiming at a target, or writing down a measurement wrong. A large gross error may reduce the accuracy to an unacceptable level. Therefore surveyors use redundant measurements and independent checks to detect these errors early in the survey.
- Systematic errors: are errors that follow a consistent pattern. Examples include effects of temperature on a chain or EDM measurement, or a poorly adjusted spirit-level resulting in a misaligned instrument or target pole. Systematic errors that have known effects can be compensated or corrected.
- Random errors: Random errors are the small unavoidable measurements caused by imperfections in measuring equipment, eyesight and conditions. They can be minimised by redundancy of measurement and avoiding unstable conditions. Random errors tend to cancel each other out, but checks must be made to ensure they are not propagating from one measurement to the next.
Surveyors avoid propagating errors by ensuring that their equipment is in good condition, using consistent measurement and recording methods, and by good design of their survey reference network. Redundancy of measurements allows the use of averaging and allows outlier measurements to be discarded. Independent checks such as measuring a point from two or more locations or using two different methods means that errors can be detected by comparing the results of the two measurements.
Once the surveyor has calculated the magnitude of the errors in his work, it is adjusted. This is the process of distributing the error between all measurements. Each observation is weighted according to how much of the total error it is likely to have caused and part of that error is allocated to it in a proportional way. The most common methods of adjustment are the Bowditch method and the Principle of least squares method.
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 with a rod, and a theodolite, set on a tripod, to measure angles (horizontal and vertical), combined with the process of triangulation.
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 to return the light pulses used for distance measurements. They are fully robotic, and can even e-mail point data to a remote computer and connect to satellite positioning systems, such as Global Positioning System. Though Real Time Kinematic GPS systems have increased the speed and precision of surveying, they are still horizontally accurate to only about 20 mm and vertically accurate to about 30–40 mm.
GPS surveying differs from other GPS users in the equipment and methods used. Static GPS uses two receivers placed in position for a considerable length of time. The long span of time allows the receiver to compare a large amount of measurements as the satellites move through the sky, ensuring that the measurement network contains well conditioned geometry. This produces a highly accurate baseline that can be very long. (over 20 km) RTK surveying uses one static antenna that is used to monitor the how satellite movement and atmoshperic conditions are altering the GPS signal and a roving antenna that is used to move from one survey measurement to the next. The two antennas are linked by a radio signal that allows the static antenna to send corrections to the roving antenna. The roving antenna then applies those corrections to the GPS signals it is receiving to calculate its own position. RTK surveying is used over smaller distances than Static methods because the conditions further away from the base station will become too different to allow accurate measurement.
Total stations are still used widely, along with other types of surveying instruments, however, because 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).
As well as their primary measuring equipment, surveyors make use of ancillary equipment such as tripods and instrument stands, staves and beacons used for sighting purposes, PPE, vegetation clearing equipment, digging implements for finding survey markers that have been buried over time, hammers for placements of markers in various surfaces and structures, and portable radios for communication over long lines of sight.
Types of surveys
Specializations of surveying may be classed differently according to the local professional organisation or regulatory body, but may be broadly grouped as follows.
- As-built survey: a survey carried out during or immediately after a construction project for record, completion evaluation and payment purposes. An as-built survey is also known as a 'works as executed survey' and documents the location of the recently constructed elements that are subject to completion evaluation. As built surveys are often presented in red or redline and overlaid over existing design plans for direct comparison with design information.
- Cadastral or Boundary surveying: a survey that establishes or re-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. A mortgage survey or physical survey is 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. The ALTA/ACSM Land Title Survey is 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.
- Compass and tape survey: perhaps the simplest type
- Control surveying: Control surveys establish reference points that surveyors can use to establish their own position at the start of future surveys. Most other forms of surveying will contain elements of control surveying.
- Deformation survey: 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.
- Dimensional control survey: This is a type of Survey conducted in or on an non-level surface. Commonly used in the oil and gas industry to replace old or damaged pipes on a like-for-like basis, the advantage of dimensional control survey is that the instrument used to conduct the survey does not need to be level. This is advantageous in the off-shore industry, as not all platforms are fixed and are thus subject to movement.
- Engineering surveying: those surveys associated with the engineering design (topographic, layout and as-built) often requiring geodetic computations beyond normal civil engineering practice.
- Foundation survey: 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.
- Hydrographic survey: a survey conducted with the purpose of mapping the shoreline and bed of a body of water for navigation, engineering, or resource management purposes.
- Leveling: either finds the elevation of a given point or establish a point at a given elevation.
- Measured survey : 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.
- Photographic control survey: A survey that creates reference marks clearly visible from the air to allow aerial photographs to be rectified.
- Stakeout, Layout or Setout: an element of many other surveys where the calculated or proposed position of an object is marked on the ground, either temporarily or permanently. This is an important component of engineering and cadastral surveying.
- Structural survey: 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.
- Tape survey: this type of survey is the most basic and inexpensive type of land survey. Popular in the middle part of the 20th century, tape surveys while being accurate for distance lack substantially in their accuracy of measuring angle and bearing standards that are practiced by professional land surveyors.
- Topographic survey: a survey that measures the elevation of points on a particular piece of land, and presents them as contour lines on a plot.
Surveying as a career
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, pipeline transports 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.
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.
Most jurisdictions recognise three different levels of qualification. Survey Assistants or Chainmen are usually unqualified employees who help the surveyor by placing target reflectors, finding old reference marks and marking points on the ground. The term 'chainman' derives from past use on measuring chains, where the assistant would be required to move their end of the chain under the surveyor's direction.
Survey Technicians may be qualified or unqualified and their roles may include operation of survey instruments, running of surveys in the field, survey calculations and drafting of plans. However, a technician typically has no special legal powers and cannot certify their work. Qualifications are typically to the certificate or diploma level.
Licensed, registered or chartered surveyors usually hold a degree or higher qualification and are often required to pass additional exams to gain entrance to a professional association or gain their certification status. Surveyors are responsible for planning and management of surveys and ensuring that their surveys, or surveys performed under their supervision, meet the necessary legal standards. Many principals of surveying firms hold this status.
Licensing requirements vary with jurisdiction, and are commonly consistent within national borders.
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 Surveying (FS) exam, to be certified upon passing and meeting all other requirements as a surveying intern (SI),(formerly surveyor in training (SIT)). Upon being certified as an SI, 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 (PS) exam along with a state-specific examination.
Licensed surveyors usually denote themselves with the letters P.L.S. (professional land surveyor), P.S. (professional surveyor), L.S. (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.
In the United States, Canada, the United Kingdom and most Commonwealth countries building surveying is considered to be a distinct profession. Land surveyors have their own professional associations and licencing requirements. The services of a licenced land surveyor are generally required for boundary surveys (to establish the boundaries of a parcel using its legal description) and subdivision plans (a plot or map based on a survey of a parcel of land, with boundary lines drawn inside the larger parcel to indicated the creation of new boundary lines and roads).
Duties and roles
||It has been suggested that this section be split into a new article titled Land surveying. (Discuss) Proposed since July 2014.|
One of the primary roles of the land surveyor is to determine the boundary of real property on the ground. That boundary has already been established and described in legal documents and official plans and maps prepared by attorneys, engineers, and other land surveyors. The corners of the property will either have been monumented by a prior surveyor, or monumented by the surveyor hired to perform a survey of a new boundary which has been agreed upon by adjoining land owners.
Monuments are categorized into two groups which are known as natural and artificial. Natural monuments are things such as trees, large stones and other substantial, naturally occurring objects that were in place before the survey was made. An artificial monument is anything within the regulations that are usually placed at corner points by landowners, surveyors, engineers and others. They may be referred to as iron pins or pipes, stakes, trees, concrete monuments or whatever the surveyor decides to use at the time, within the regulations for the area. The courts have held that natural monuments control over artificial monuments because they are more certain in identification and less likely to be disturbed.
Over time, construction and maintenance of roads and many other acts of man, along with acts of nature such as earthquakes, movement of water, and tectonic shift can obliterate or damage the monumented locations of land boundaries. The land surveyor is often compelled to consider other evidence such as fence locations, wood lines, monuments on neighboring properties and recollections of people. This other evidence is known as Extrinsic Evidence and is a fairly common principle. Extrinsic evidence is defined as evidence outside the writings, in this case the deed. Extrinsic evidence is held to be synonymous with evidence from another source.
Today's land surveyor sets monumentation at actual physical points on the ground that define angle points of boundary lines that divide neighboring parcels. These monuments are most often 1/2" or 5/8" iron rebar rods or pipes placed at 18" minimum depth, but varies state by state. The more recent rods or pipes may have an affixed plastic cap over the top bearing the responsible surveyors' name and license number. Older monuments may exist such as old pipes, gun barrels, axles, mounds of stone, whiskey bottles, or even wooden stakes. In addition to rods and pipes, surveyors might 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. Many states have laws that protect existing monuments and can have civil penalties if disturbed or destroyed.
Cadastral land surveyors are licensed by governments. 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). 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, known as a resurvey, is to obtain copies of the deed description and all other available documents from the owner. The deed description is that of the deed and not a tax statement or other incomplete document. The surveyor should then obtain copies of deed descriptions and maps of the adjoining properties, any records from the municipality or county, utility maps and any records of surveys. Depending on which region the survey is located in some or most of this information may not be available or even exist. Whether the information exists or not a thorough search should be conducted so that no records are neglected. Copies of deeds usually can be located in the county recorder's office and maps or plats can usually be found at the county recorder or surveyor's office. These arrangements will vary state to state and survey system to survey system so some familiarity maybe needed. When all the records are assembled, the surveyor examines the documents for errors, such as closure errors. When a metes and bounds description is involved, the seniority of the deeds must be determined. The title abstract usually gives the order of seniority for the deeds related to the tract being surveyed and should be used if available. After this data is gathered and analyzed the field survey may commence. The initial survey operations should be concentrated on locating monuments. In urban regions or a city, monuments should be sought initially but in the absence of monuments property corners marked by iron pins, metal survey markers, iron pipes and other features that may establish a line of possession should be located. When the approximate positions for the boundaries of the property have been located a traverse is run around the property. While the control traverse is being run, ties should be measured and all details relevant to the boundaries should be acquired. This includes but is not limited to locating the property corners, monuments, fences, hedge rows, walls, walks and all buildings on the lot. The Surveyor then takes this data collected and compares it to the records that were received. When a solution is reached the property corners that are chosen as those that best fit all the data are coordinated and ties by direction and distance are computed from the nearest traverse point. Once this has been established the features on the lot can be drawn, dimensions can be shown from these features to the boundary line and a map or plat is prepared for the client.
The art of land surveying
Many properties have considerable problems in regard 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. Many times 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. This essentially is a process of continual error correction and update, where official recordation documents countermand the previous and sometime erroneous survey documents recorded by older monuments and older survey methods.
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- Kahmen, Heribert; Faig, Wolfgang (1988). Surveying. Berlin: de Gruyter. p. 9. ISBN 3-11-008303-5. Retrieved 2014-08-10.
- National Cooperative Highway Research Program: Collecting, Processing and Integrating GPS data into GIS, p. 40. Published by Transportation Research Board, 2002 ISBN 0-309-06916-5, ISBN 978-0-309-06916-8
- Toni Schenk1, Suyoung Seo, Beata Csatho: Accuracy Study of Airborne Laser Scanning Data with Photogrammetry, p. 118
- Brown, C., Wilson, D., & Robillard, W. (2003). Brown's boundary control and legal principles. (5th ed., p. 30). Hoboken, NJ: John Wiley & Sons, Inc.
- Richards, D., & Hermansen, K. (1995). Use of extrinsic evidence to aid interpretation of deeds. Journal of Surveying Engineering, (121), 178.
- A History of the Rectangular Survey System by C. Albert White, 1983, Pub: Washington, D.C. : U.S. Dept. of the Interior, Bureau of Land Management : For sale by Supt. of Docs., U.S. G.P.O.,
- Anderson, J., & Mikhail, E. (1998). Surveying: Theory and practice. (7th ed., p. 1011). McGraw-Hill.
- The Surveying Handbook. 1995. doi:10.1007/978-1-4615-2067-2. ISBN 978-1-4613-5858-9.
- Keay J (2000), The Great Arc: The Dramatic Tale of How India was Mapped and Everest was Named, Harper Collins, 182pp, ISBN 0-00-653123-7.
- Pugh J C (1975), Surveying for Field Scientists, Methuen, 230pp, ISBN 0-416-07530-4
- Genovese I (2005), Definitions of Surveying and Associated Terms, ACSM, 314pp, ISBN 0-9765991-0-4.
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|Library resources about
- Géomètres sans Frontières : Association de géometres pour aide au développement. NGO Surveyors without borders (French)
- The National Museum of Surveying The Home of the National Museum of Surveying in Springfield, Illinois
- Land Surveyors United Support Network Global social support network featuring surveyor forums, instructional videos, industry news and support groups based on geolocation.
- Natural Resources Canada – Surveying Good overview of surveying with references to construction surveys, cadastral surveys, photogrammetry surveys, mining surveys, hydrographic surveys, route surveys, control surveys and topographic surveys
- As-builts -– Problems & Proposed Solutions — Discussion on Building Surveys within Construction industry by Stephen R. Pettee, CCM
- Table of Surveying, 1728 Cyclopaedia
- Google Map with overlays for principal meridians, coordinate zones, NGS Control, USGS topographic maps and more
- Surveying & Triangulation The History Of Surveying And Survey Equipment
- BASIC programs for surveying and mapping
- NCEES National Council of Examiners for Engineering and Surveying (NCEES)
- International Federation of Surveyors International Federation of Surveyors (FIG)
- RICS Certified RICS Certified Surveyors in Middle East and North Africa(Land Sterling)