?What is a coordinate system

What is a coordinate system?

Coordinate systems enable geographic datasets to use common locations for integration. A coordinate system is a reference system used to represent the locations of geographic features, imagery, and observations, such as Global Positioning System (GPS) locations, within a common geographic framework.

 

Each coordinate system is defined by the following:

Its measurement framework, which is either geographic (in which spherical coordinates are measured from the earth's center) or planimetric (in which the earth's coordinates are projected onto a two-dimensional planar surface)

Units of measurement (typically feet or meters for projected coordinate systems or decimal degrees for latitude-longitude)

The definition of the map projection for projected coordinate systems

Other measurement system properties such as a spheroid of reference, a datum, one or more standard parallels, a central meridian, and possible shifts in the x- and y-directions

 

Several hundred geographic coordinate systems and a few thousand projected coordinate systems are available for use. In addition, you can define a custom coordinate system.

 

Types of coordinate systems

The following are two common types of coordinate systems used in a geographic information system (GIS):

A global or spherical coordinate system such as latitude-longitude. These are often referred to as geographic coordinate systems.

A projected coordinate system such as universal transverse Mercator (UTM), Albers Equal Area, or Robinson, all of which (along with numerous other map projection models) provide various mechanisms to project maps of the earth's spherical surface onto a two-dimensional Cartesian coordinate plane. Projected coordinate systems are referred to as map projections.

 

Coordinate systems (both geographic and projected) provide a framework for defining real-world locations.

 

What is a spatial reference?

A spatial reference is a series of parameters that define the coordinate system and other spatial properties for each dataset in the geodatabase. It is typical that all datasets for the same area (and in the same geodatabase) use a common spatial reference definition.

 

A spatial reference includes the following:

The coordinate system

The coordinate precision with which coordinates are stored (often referred to as the coordinate resolution)

Processing tolerances (such as the cluster tolerance)

The spatial extent covered by the dataset (often referred to as the spatial domain)

 

Geographic coordinate systems

A geographic coordinate system (GCS) uses a three-dimensional spherical surface to define locations on the earth. A GCS is often incorrectly called a datum, but a datum is only one part of a GCS. A GCS includes an angular unit of measure, a prime meridian, and a datum (based on a spheroid). The spheroid defines the size and shape of the earth model, while the datum connects the spheroid to the earth's surface.

 

A point is referenced by its longitude and latitude values. Longitude and latitude are angles measured from the earth's center to a point on the earth's surface. The angles often are measured in degrees (or in grads). The following illustration shows the world as a globe with longitude and latitude values:

 

In the spherical system, horizontal lines, or east–west lines, are lines of equal latitude, or parallels. Vertical lines, or north–south lines, are lines of equal longitude, or meridians. These lines encompass the globe and form a gridded network called a graticule.

 

The line of latitude midway between the poles is called the equator. It defines the line of zero latitude. The line of zero longitude is called the prime meridian. For most GCSs, the prime meridian is the longitude that passes through Greenwich, England. The origin of the graticule (0,0) is defined by where the equator and prime meridian intersect.

 

Latitude and longitude values are traditionally measured either in decimal degrees or in degrees, minutes, and seconds (DMS). Latitude values are measured relative to the equator and range from –90° at the south pole to +90° at the north pole. Longitude values are measured relative to the prime meridian. They range from –180° when traveling west to 180° when traveling east. If the prime meridian is at Greenwich, then Australia, which is south of the equator and east of Greenwich, has positive longitude values and negative latitude values.

 

It may be helpful to equate longitude values with x and latitude values with y. Data defined on a geographic coordinate system is displayed as if a degree is a linear unit of measure. This method is basically the same as the Plate Carrée projection. A physical location will usually have different coordinate values in different geographic coordinate systems.

 

Geographic (datum) transformations

If two datasets are not referenced to the same geographic coordinate system, you may need to perform a geographic (datum) transformation. This is a well-defined mathematical method to convert coordinates between two geographic coordinate systems. As with the coordinate systems, there are several hundred predefined geographic transformations that you can access. It is very important to correctly use a geographic transformation if it is required. When neglected, coordinates can be in the wrong location by up to a few hundred meters. Sometimes no transformation exists, or you have to use a third GCS like the World Geodetic System 1984 (WGS84) and combine two transformations.

 

Projected coordinate systems

A projected coordinate system (PCS) is defined on a flat, two-dimensional surface. Unlike a GCS, a PCS has constant lengths, angles, and areas across the two dimensions. A PCS is always based on a GCS that is based on a sphere or spheroid. In addition to the GCS, a PCS includes a map projection, a set of projection parameters that customize the map projection for a particular location, and a linear unit of measure.

 

Map projections

Whether you treat the earth as a sphere or a spheroid, you must transform its three-dimensional surface to create a flat map sheet. This mathematical transformation is commonly referred to as a map projection. One easy way to understand how map projections alter spatial properties is to visualize shining a light through the earth onto a surface, called the projection surface. Imagine the earth's surface is clear with the graticule drawn on it. Wrap a piece of paper around the earth. A light at the center of the earth will cast the shadows of the graticule onto the piece of paper. You can now unwrap the paper and lay it flat. The shape of the graticule on the flat paper is different from that on the earth. The map projection has distorted the graticule.

A spheroid cannot be flattened to a plane any more easily than a piece of orange peel can be flattened—it will tear. Representing the earth's surface in two dimensions causes distortion in the shape, area, distance, or direction of the data.

A map projection uses mathematical formulas to relate spherical coordinates on the globe to flat, planar coordinates.

Different projections cause different types of distortions. Some projections are designed to minimize the distortion of one or two of the data's characteristics. A projection could maintain the area of a feature but alter its shape. In the following illustration, data near the poles is stretched:

 

 

Projection parameters

A map projection by itself is not enough to define a PCS. You can state that a dataset is in Transverse Mercator, but that's not enough information. Where is the center of the projection? Was a scale factor used? Without knowing the exact values for the projection parameters, the dataset cannot be reprojected.

You can also get some idea of the amount of distortion the projection has added to the data. If you're interested in Australia but you know that a dataset's projection is centered at 0,0, the intersection of the equator and the Greenwich prime meridian, you might want to think about changing the center of the projection.

Each map projection has a set of parameters that you must define. The parameters specify the origin and customize a projection for your area of interest. Angular parameters use the GCS units, while linear parameters use the PCS units.

 

Linear parameters

False easting is a linear value applied to the origin of the x-coordinates. False northing is a linear value applied to the origin of the y-coordinates.

False easting and northing values are usually applied to ensure that all x- and y- values are positive. You can also use the false easting and northing parameters to reduce the range of the x- or y- coordinate values. For example, if you know all y- values are greater than 5,000,000 meters, you could apply a false northing of –5,000,000.

Height defines the point of perspective above the surface of the sphere or spheroid for the Vertical Near-Side Perspective projection.

 

Angular parameters

Azimuth defines the centerline of a projection. The rotation angle measures east from north. It is used with the azimuth cases of the Hotine Oblique Mercator projection. 

Central meridian defines the origin of the x-coordinates.

Longitude of origin defines the origin of the x-coordinates. The central meridian and longitude of origin parameters are synonymous.

Central parallel defines the origin of the y-coordinates.

Latitude of origin defines the origin of the y-coordinates. This parameter may not be located at the center of the projection. In particular, conic projections use this parameter to set the origin of the y-coordinates below the area of interest. In that instance, you do not need to set a false northing parameter to ensure that all y- coordinates are positive.

Longitude of center is used with the Hotine Oblique Mercator center (both two-point and azimuth) cases to define the origin of the x-coordinates. It is usually synonymous with the longitude of origin and central meridian parameters.

Latitude of center is used with the Hotine Oblique Mercator center (both two-point and azimuth) cases to define the origin of the y-coordinates. It is almost always the center of the projection.

Standard parallel 1 and standard parallel 2 are used with conic projections to define the latitude lines where the scale is 1.0. When defining a Lambert Conformal Conic projection with one standard parallel, the first standard parallel defines the origin of the y-coordinates. 

For other conic cases, the y-coordinate origin is defined by the latitude of origin parameter:

Longitude of first point

Latitude of first point

Longitude of second point

Latitude of second point

 

The previous four parameters are used with the Two-Point Equidistant and Hotine Oblique Mercator projections. They specify two geographic points that define the center axis of a projection.

Pseudo standard parallel 1 is used in the Krovak projection to define the oblique cone’s standard parallel.

X,y plane rotation defines the orientation of the Krovak projection along with the x-scale and y-scale parameters.

 

Unitless parameters

Scale factor is a unitless value applied to the center point or centerline of a map projection. The scale factor is usually slightly less than one. The UTM coordinate system, which uses the Transverse Mercator projection, has a scale factor of 0.9996. Rather than 1.0, the scale along the central meridian of the projection is 0.9996. This creates two almost parallel lines approximately 180 kilometers, or about 1°, away where the scale is 1.0. The scale factor reduces the overall distortion of the projection in the area of interest.

X and y scales are used in the Krovak projection to orient the axes.

Option is used in the Cube and Fuller projections. In the Cube projection, option defines the location of the polar facets. An option of 0 in the Fuller projection displays all 20 facets. Specifying an option value between 1 and 20 displays a single facet.

 

Vertical coordinate systems

A vertical coordinate system defines the origin for height or depth values. Like a horizontal coordinate system, most of the information in a vertical coordinate system is not needed unless you want to display or combine a dataset with other data that uses a different vertical coordinate system. 

Perhaps the most important part of a vertical coordinate system is its unit of measure. The unit of measure is always linear (for example, international feet or meters). Another important part is whether the z-values represent heights (elevations) or depths. For each type, the z-axis direction is positive "up" or "down," respectively.

 

In the following illustration, there are two vertical coordinate systems: mean sea level and mean low water. Mean sea level is used as the zero level for height values. Mean low water is a depth-based vertical coordinate system.

 

 

One z-value is shown for the height-based mean sea level system. Any point that falls below the mean sea level line but is referenced to it will have a negative z-value. The mean low water system has two z-values associated with it. Because the mean low water system is depth based, the z-values are positive. Any point that falls above the mean low water line but is referenced to it will have a negative z-value.

 

You cannot define a vertical coordinate system on a dataset without a corresponding geographic or projected coordinate system.

CONSTRUCTION STAKING AND SITE LAYOUT

CONSTRUCTION STAKING AND SITE LAYOUT

Construction Staking, also known as a Site Layout Survey, is the process of interpreting construction plans and marking the location of proposed new structures such as roads or buildings. Construction staking is performed to ensure a project is built according to engineering design plans. The staked reference points guide the construction of proposed improvements on the property, and will help to ensure the construction project is completed on schedule, on budget and as intended.

The role of the Land Surveyor in Construction Staking

Accurate construction staking is a critical step in ensuring the success of a construction project. Engaging an experienced and licensed surveyor will guarantee accuracy and reliability of results.

During site development, the land surveyor takes the engineer’s or architect’s design shown on their plans and places (stakes) their correct location on the ground so the construction sub-contractors can place the buildings, roads, fences, electrical and other underground utilities, etc. in their correct location.

Construction staking may consist of Rough Grade Staking to map the general location on improvements at a site, or precise Site Layout Surveys for actual construction purposes.

Rough Grade Staking Rough Grade Staking defines the location of the site improvements with their respective reference to the location and final grade elevation. This is done for the construction of slopes, building outlines, parking lots and roadways, and enables the contractor to grade and prepare the site for the next sub-contractor to commence his work.

Site Layout Staking Once the site has received inspection and approval from the local agency, the contractor can move right into the various stages of construction of the underground utilities, retaining walls, buildings, site lighting and parking lot or street paving.

This Site Layout Staking phase typically begins with those features that are underground such as sanitary sewer lines, storm drain lines, water lines, electrical lines etc. Once all underground utilities are installed the above ground features are staked for construction. The building corners are staked along with any interior grid lines throughout the building, as well as onsite items such as fire hydrants, curb and gutter, walls/planters, catch basins and area drains.

Partner also offers paving support staking, and staking services to verify compliance with ADA accessibility requirements.

TOPOGRAPHIC SURVEYS

TOPOGRAPHIC SURVEYS

A topographic survey locates all surface features of a property, and depicts all natural features and elevations. In essence it is a 3-dimensional map of a 3-dimensional property showing all natural and man-made features and improvements. Specifically, it shows their location, size, height and any changes in elevation.

When to request a Topographic Survey

Topographic surveys, also known as contour surveys, may be required as part of real estate transactions, civil engineering design and construction projects, including:

• New construction
• Remodeling projects to existing structures
• Utility design
• Road or bridge design or improvements
• Grading or drainage projects

Topographic surveys are required by many local government bodies to determine the existing conditions and elevations of a site. Together with a boundary survey, topographic surveys are used by architects and engineers to create accurate and appropriate designs based on existing conditions.

Using data from Topographic Surveys

Measurements for topographic surveys are done either with a surveying-quality GPS unit, or with an electronic EDM instrument. The results of the topographic survey are presented as contour lines on a site map, and can be enhanced by computer software to provide interactive views. Partner’s CAD specialists are able to input this data to model how the topography may change through planned improvements.

Clients can use topographic surveys to determine and plan features such as drainage ditches, grading, or other features, using the natural landscape as the basis for such improvements. Engaging a professional surveyor to conduct a topographic survey prior to real estate transaction or the commencement or a construction project will ensure that the land’s features will be suitable for its intended use. In addition, a topographic survey can provide valuable insight in to how a site’s previous or current use how affected the land, enabling better planning for future use.

BOUNDARY SURVEYS

BOUNDARY SURVEYS

A boundary survey is an important component of pre-construction due diligence. The boundary survey establishes the perimeter of a property as it relates to a site’s legal description.

Partner’s licensed surveyors will review recorded documents and do a physical inspection to determine the physical boundary of the site. A record of survey will be filed with any relevant agencies as required to help determine if there are any encroachments on or over the site boundary. If this is the case, partner can provide the expert services to resolve these issues by establishing an easement or boundary line agreement.

The services of a licensed land surveyor are generally required to conduct boundary surveys.

?Who requires a Boundary Survey

A boundary survey is recommended before buying, subdividing, improving, or building on land. Surveying the parcel before these activities ensures that the expense and frustration of defending a lawsuit, moving a building, or resolving a boundary dispute can be avoided. Determining the location of legal land ownership lines may minimize real estate transactional risk and are required by many title and lending companies to minimize risk of their transaction.

The boundary survey is based on two key components: land records research and a field survey. Document research includes review of available records including title certificates, deeds, part surveys, easements, and subdivision maps. Once the historic boundaries of the property have been identified, the land surveyor will take physical measurements of the site. Both sets of data are then compared to determine if there are any discrepancies.

Partner Engineering and Science, Inc. utilizes conventional electronic total stations, robotic instrumentation, and GPS technology to conduct the land survey element of the boundary survey. Technology advances have improved the accuracy of surveying. Partner’s expertise, in conjunction with state-of-the-art instrumentation, computers, and software, result in high-quality, cost-effective professional services for our clients.

Property lines as defined in a professional land survey conducted by Partner’s licensed surveyor become recognized as the legal boundaries of the property.

AS-BUILT SURVEY OR DESIGN SURVEY

AS-BUILT SURVEY OR DESIGN SURVEY

The purpose of the As-Built Survey – also commonly called a Physical Survey – is to show the property “as it is built” at a particular point in time. While a pre-construction survey is performed to document conditions prior to construction work being performed, the As-Built survey is conducted to show the current state of the site at various stages throughout the duration of a project. It also serves as a close-out document to verify that the work authorized was completed to plans and in compliance with all relevant standards and regulations.

An As-built survey builds upon the base map of a project and includes research at local agencies, ground-level topography data, and the documentation of visible site improvements. The advantage of this survey is that the new Base Map can be updated to show the current conditions of the site.

As-Built Survey or Design Survey

Partner’s team of professional surveyors can customize the As-Built survey to suit clients’ needs. An As-built survey can be basic and depict only the level of detail the client requires for a specific phase of the project. Alternatively, the client may request a higher level of detail with elevations and contours, street cross sections, and detailed sketches of sewer and storm drain depths and pipe sizes.

The As-Built survey can be expanded to a more comprehensive Design Survey, which includes mapping of existing underground utilities based on review of agency and service provider documentation. This survey is detailed enough to be used for civil design purposes by engineers or architects throughout development.

Partner provides clients with accurate As-Built surveys that show exactly what has been completed by a certain date. This can be a valuable project management tool to adjust construction schedules as required and can also be used to plan subcontractor work schedules and payments.

Partner’s certified surveyors can provide the full range of surveying services that may be required at various times during construction projects, including:

• ALTA Surveys
• Engineering Design Surveys
• Construction Staking & Site Layout Surveys
• As-Built Surveys
• Topographic Surveys
• Boundary Surveys
• Accessibility & ADA Surveys
• Construction Certification / Verification Surveys
• Hydrographic Surveys
• Global Positioning Surveys
• And many more