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Locating method

Utility Mapping

Turn a locate into a permanent CAD and GIS record.

Survey-grade capture of located underground lines, delivered as georeferenced CAD, GIS, and PDF records. Paint washes away in weeks; the map stays with the site.

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What Utility Mapping is

Utility Mapping is the step that turns a field locate into a durable record. A locator first finds the lines using electromagnetic, GPR, sonde, and acoustic methods and marks them on the surface, then a survey instrument captures each mark, along with every visible appurtenance, as a coordinate instead of a paint dot. Those coordinates are drafted into a georeferenced deliverable, typically layered CAD linework plus a GIS layer and a PDF overlay on the site plan, tied to a stated coordinate system so the same points can be re-staked years later. The practical difference from plain locating is permanence: marks disappear after a few weeks of weather and traffic, while a map remains an asset after the project closes. On any site that gets dug more than once, a campus, a plant, a hospital, a municipal yard, mapping is the difference between paying to find the same lines repeatedly and looking them up.

How it works

The work usually runs in four stages. A locating crew designates the lines in the field using electromagnetic induction and direct connection, ground penetrating radar, sondes pushed through non-metallic pipe, and acoustic tools where they apply, marking each line in APWA uniform color code. A survey technician then works the site with an RTK GNSS rover or a robotic total station and records every mark as a point with an attribute code: utility type, apparent size and material, measured or estimated depth, and the confidence the observation actually supports. Points are reduced to the project’s datum and coordinate system, whether that is state plane, UTM, or a client site grid, and drafted into linework layered by utility, carrying depths, invert elevations read from opened structures, and per-line confidence annotations. Deliverables are issued in the formats the client’s design and asset systems consume, and the survey is tied to site control monuments so a future crew can re-occupy the same basis rather than starting from scratch.

When to choose Utility Mapping

Choose mapping when the record matters as much as the locate. It is the right call ahead of design, where an engineer needs an accurate base drawing rather than marks that will be gone before the drawings are stamped; for as-builts, where the only chance to record a new line precisely is while the trench is still open; and for facilities that dig repeatedly and want a maintained asset layer instead of a fresh locate every time. It also pays on properties changing hands or changing use, where the buyer or new operator inherits an undocumented network. Where a scope or specification calls for quality levels under ASCE 38-22, mapping is how the results get recorded, labeled, and handed off. If the need is a single dig next week, line marking or straight private utility locating is the faster and simpler answer.

What Mapping is used for

  • Campus and facility utility base maps
  • CAD and GIS deliverables for design teams
  • As-built surveys of new installs before backfill
  • Municipal GIS asset inventory and layer updates
  • Master planning and capital-project base drawings
  • Due diligence and site plan overlays before acquisition
  • Redevelopment and pre-demolition utility records

What Mapping cannot do

A map inherits the accuracy of the locate beneath it, and survey-grade coordinates on a misidentified or missed line only make a wrong answer precise. Non-metallic pipe with no tracer wire, no access point, and no sonde path may not be locatable at all, so absence from the map is not evidence of absence in the ground. Depth is almost always the weakest number on the sheet: electromagnetic depth readings are distorted by congested corridors, bends, and adjacent metallic lines, and GPR depth depends on an assumed signal velocity in that specific soil, so only points physically exposed by vacuum potholing carry QL-A confidence. GNSS positioning degrades or fails under tree canopy, beside tall buildings, in parking structures, and indoors, where multipath and lost sky view force a total station traverse or offset measurements and add field time. Maps also go stale, because every repair, new service, and abandonment after the survey date goes unrecorded, which is why a map is a dated snapshot and never a substitute for a one-call ticket before digging. Finally, a deliverable issued on a different datum or grid than the client’s base drawing can plot a meter or more off, so the coordinate basis is agreed before the crew mobilizes.

Questions

Utility Mapping FAQ

What is the difference between utility mapping and utility locating?

Locating finds the lines and marks them on the surface. Mapping records where those marks were, in a real coordinate system, and delivers them as CAD, GIS, or PDF files you keep. Paint and flags are usually gone within a few weeks of weather and traffic, while a map stays with the property and can be re-staked later from survey control. Most mapping jobs include the locate itself, so you are buying the field work plus the permanent record rather than paying for the same search twice.

Does a utility map replace calling 811 before we dig?

No. Call 811, or your provincial one-call center in Canada, before every dig. It is free, it is required by law in most jurisdictions, and it is how the public utility owners get their own lines marked up to the meter. A map is a planning and design document, not a locate ticket, and it does not show anything installed, repaired, or abandoned since the survey date. Private mapping complements one-call by covering everything on your side of the meter and the lines one-call members do not own or map, such as site distribution, campus loops, irrigation, and private power to outbuildings.

How accurate are the positions and depths on a utility map?

Horizontal positions captured with RTK GNSS under open sky are typically good to a few centimeters on the mark itself, and a total station is used where canopy or buildings block the satellites. The larger uncertainty is the locate underneath the survey, because an electromagnetic or GPR interpretation carries its own error, which is why a deliverable should be labeled by quality level rather than presented as one uniform number. Depth is the weakest value on most maps unless a point has been physically exposed by vacuum potholing, which is what ASCE 38-22 calls Quality Level A. Ask for the quality level to be annotated per line so designers know which numbers they can build to.

What file formats and deliverables can I get?

Common outputs are layered DWG or DXF drafted in APWA utility colors, a PDF overlay on your site plan or aerial, GIS formats such as shapefile, file geodatabase, or GeoJSON, a KMZ for Google Earth, and a CSV point file with northing, easting, elevation, and descriptor codes. Tell the locating company up front which datum and coordinate system your existing drawings use, because a deliverable issued on a different basis can plot a meter or more from your base plan. If your team maintains a GIS, ask for your existing attribute schema so the layer drops in without rework. Every job is quoted individually, so describe the site size and the formats you need when you request quotes and local companies will price against that scope.