Land surveying is an essential part of construction and engineering projects. It involves determining the boundaries and features of a piece of land using various tools and techniques. To communicate effectively, land surveyors use various abbreviations and acronyms to refer to different measurements and calculations. In this article, we will explore some of the most common abbreviations and acronyms used in land surveying.
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1. AC ā Alternating Current
Definition: A type of electrical current that reverses direction periodically.
Survey Use: Refers to underground electrical utilities when marking utility lines.
Example: While performing a boundary survey near a subdivision in Phoenix, AZ, you might spot "AC" marked on utility maps to indicate live underground power lines.
2. AGL ā Above Ground Level
Definition: The vertical distance between an object and the ground directly beneath it.
Survey Use: Used in topographic and aerial mapping to indicate object height.
Example: A LIDAR drone flying 100 ft AGL over a construction site in Wake County, NC captures ground elevation data.
3. ASP ā Asphalt
Definition: A paving material used primarily for roads and driveways.
Survey Use: Noted in surface descriptions or control point settings.
Example: A control point set in the asphalt parking lot of a retail store in Champaign, IL is labeled āNail in ASP.ā
4. AT ā At Grade
Definition: Indicates that a point or surface is level with surrounding ground.
Survey Use: Commonly used in cross-sections and road designs.
Example: A sewer manhole cover in Topeka, KS is described as āAT GRADE,ā meaning it's flush with the road surface.
5. BLM ā Bureau of Land Management
Definition: Federal agency that manages public lands.
Survey Use: BLM oversees surveys in western states under the PLSS system.
Example: A cadastral survey in Nevada must adhere to BLM Manual 1973 standards for section breakdowns.
6. BMT ā Bench Mark
Definition: A fixed point of known elevation used for vertical control.
Survey Use: Used as a reference point for elevation surveys.
Example: You tie into a USGS BMT disk set in a sidewalk in Denver, CO, marked with an elevation of 5,280 ft.
7. CAD ā Computer-Aided Design
Definition: Software used for drafting and designing plans.
Survey Use: Final plats, topographic maps, and boundary surveys are drafted in CAD.
Example: You import your field data into AutoCAD Civil 3D to prepare an ALTA survey in DuPage County, IL.
8. CCR ā County Clerk and Recorder
Definition: Local office responsible for recording deeds, plats, and easements.
Survey Use: Surveyors often research CCR records for legal descriptions.
Example: You visit the Travis County, TX CCR Office to find an old subdivision plat from 1974.
9. COGO ā Coordinate Geometry
Definition: A mathematical method used to calculate positions using bearings and distances.
Survey Use: COGO tools are used in total stations and data collectors.
Example: You enter COGO routines in your collector to calculate a property corner in Clarke County, GA.
10. CRD ā Centerline Reference Datum
Definition: A reference line used for alignment in roadway and utility projects.
Survey Use: Used to stake offsets or define limits of construction.
Example: During a road widening project in Montgomery County, MD, stakes are placed 10 ft offset from CRD.
11. DATUM ā Geodetic Datum
Definition: A reference framework used to define latitude, longitude, and elevation.
Survey Use: Vital for GPS and mapping accuracy.
Example: A topographic survey in Salt Lake City, UT is tied to NAVD88 vertical datum.
12. ELEV ā Elevation
Definition: Height above a defined vertical datum (usually sea level).
Survey Use: Used in contour mapping and site grading.
Example: A flood elevation certificate in Orleans Parish, LA lists the finished floor ELEV as 12.3 ft NAVD88.
13. GPS ā Global Positioning System
Definition: Satellite-based system that provides location data.
Survey Use: Used for boundary, control, and topographic surveys.
Example: You use a Trimble R12i GPS rover in Fresno County, CA to gather topo points for a subdivision design.
14. LIDAR ā Light Detection and Ranging
Definition: Remote sensing method that uses laser light to measure distances.
Survey Use: Creates highly detailed surface models.
Example: A drone-mounted LIDAR scan in King County, WA captures millions of ground points in under 30 minutes.
15. NGS ā National Geodetic Survey
Definition: Federal agency maintaining geodetic control and benchmark networks.
Survey Use: Provides coordinate data for control surveys.
Example: You check the NGS database for control monuments near Mobile, AL.
16. PLSS ā Public Land Survey System
Definition: Grid system used to divide and describe lands in the western U.S.
Survey Use: Used to identify land parcels by township, range, and section.
Example: A parcel in Larimer County, CO is described as NE¼ of the SW¼ of Section 14, T5N, R69W, 6th PM.
20 Additional Surveying Acronyms (Newly Added):
17. FND ā Found
Definition: Indicates a previously placed monument was located in the field.
Example: āFND 5/8ā rebar w/ capā at the northeast corner of the lot in Clark County, NV.
18. SET ā Set
Definition: Marks a newly placed survey monument.
Example: āSET mag nail in curbā during a boundary survey in Miami-Dade County, FL.
19. ROW ā Right of Way
Definition: A legal easement allowing passage, usually for roads or utilities.
Example: A gas line easement within a 30-ft ROW in Harris County, TX.
20. TBC ā Trimble Business Center
Definition: Surveying software used to process GNSS, total station, and drone data.
Example: Field data from Lincoln County, NE is post-processed in TBC for high-precision mapping.
21. EDM ā Electronic Distance Measurement
Definition: Device that measures distance using electromagnetic waves.
Example: A Leica total station uses EDM to measure to a prism 250 ft away in Erie County, PA.
22. GIS ā Geographic Information System
Definition: Software used for mapping and analyzing spatial data.
Example: Parcel data from Maricopa County, AZ GIS Portal is used in preliminary planning.
23. GLO ā General Land Office
Definition: Predecessor to the BLM; responsible for early land surveys.
Example: You use a scanned GLO plat from 1872 to reconstruct a lost section corner in Montana.
24. CP ā Control Point
Definition: A known, repeatable location used for referencing surveys.
Example: āCP1: 5000.00 N, 1000.00 Eā used as base for a site topo in Dane County, WI.
25. TOPO ā Topographic Survey
Definition: Survey showing natural and man-made features and elevations.
Example: A TOPO survey of a 5-acre lot in Fulton County, GA includes trees, curbs, and contours.
26. BM ā Bench Mark
Definition: See also BMT. Permanent elevation reference point.
Example: BM located on hydrant base in Cook County, IL, elevation 651.24 ft.
27. LS ā Licensed Surveyor
Definition: A professional authorized to practice land surveying.
Example: Drawings signed and sealed by John Smith, PLS #1012, State of Ohio.
28. MSL ā Mean Sea Level
Definition: A reference elevation based on average sea level.
Example: All elevation data in San Diego County, CA is referenced to MSL (NGVD29).
29. TS ā Traverse Station
Definition: A point used in a traverse for positioning.
Example: āTS3: STN 1003, angle right = 89°13ā45ā from TS2ā in a boundary control network in Franklin County, OH.
30. FS ā Foresight
Definition: A leveling shot taken on a point of unknown elevation.
Example: FS reading taken on stake at proposed culvert in Jackson Parish, LA.
31. BS ā Backsight
Definition: A leveling shot taken on a known elevation.
Example: BS on bench mark BM1 to check instrument height in Boone County, KY.
32. HI ā Height of Instrument
Definition: Elevation of the instrument above the benchmark or datum.
Example: HI = 523.45 ft calculated from BS on BM2 during a level loop in Tarrant County, TX.
33. GNSS ā Global Navigation Satellite System
Definition: Broad term for satellite positioning systems (includes GPS, GLONASS, etc.).
Example: Using a GNSS receiver that supports Galileo in Fairfax County, VA for redundancy.
34. LOC ā Line of Construction
Definition: Centerline or edge of a proposed improvement.
Example: Stakeout of LOC for curb and gutter in site development near Bakersfield, CA.
35. PAR ā Parcel
Definition: A defined portion of land for legal or taxation purposes.
Example: āPAR Aā shown on plat recorded in Book 312, Page 44, Shelby County, TN.
36. VIF ā Verify in Field
Definition: Indicates that a dimension or feature must be checked on site.
Example: āProperty line VIF due to conflicting deed callsā in an ALTA survey in Union County, NJ.
37. POB ā Point of Beginning
Definition: The starting point of a legal land description.
Example: āBeginning at a point on the west line of Elm Streetā¦ā is the POB in a metes and bounds deed from Berkshire County, MA.
Sometimes the abbreviations and acronyms used in Land Surveying can leave you scratching your head.Ā Ā Here are some of the most commonly used Acronyms used in Land Surveying today.Ā Ā If you use different ones in your country feel free to add them below.
| Ā | |||
| @ | AT | ||
| ABUT | ABUTMENT | ||
| ADJ | ADJUSTED | ||
| ANG | ANGLE | ||
| APPROX | APPROXIMATE | ||
| AV | AVERAGE | ||
| AVE | AVENUE | ||
| AZ | AZIMUTH | ||
| AZ MK | AZIMUTH MARK | ||
| & | AND | ||
| BRBD | BARBED | ||
| B C | BEGINNING OF CURVE | ||
| BDRY | BOUNDARY | ||
| BK | BANK | ||
| BLDG | BUILDING | ||
| BLK | BLOCK | ||
| BLVD | BOULEVARD | ||
| B M | BENCH MARK | ||
| B V C | BEGINNING OF VERTICAL CURVE | ||
| BRDG | BRIDGE | ||
| C | CUT | ||
| CB | CURB | ||
| CEM | CEMENT | ||
| CH X | CHISELED CROSS | ||
| CH ⬠| CHISELED SQUARE | ||
| CHIS SQ | CHISELED SQUARE | ||
| C I P | CORRUGATED IRON PIPE | ||
| C/L | CENTER LINE | ||
| C M P | CORRUGATED METAL PIPE | ||
| CO | COUNTY | ||
| CONC | CONCRETE | ||
| COR | CORNER | ||
| C R | CURB RETURN | ||
| CULV | CULVERT | ||
| DEG | DEGREE | ||
| DEST | DESTROYED | ||
| DIA | DIAMETER | ||
| DIST | DISTANCE | ||
| DR | DRIVE | ||
| E | EAST | ||
| E C | END OF CURVE | ||
| E C R | END OF CURB RETURN | ||
| e.g. | FOR EXAMPLE | ||
| ELEV | ELEVATION | ||
| ENGR | ENGINEERING | ||
| E/O | EAST OF | ||
| E V C | END VERTICAL CURVE | ||
| FD | FOUND | ||
| F H | FIRE HYDRANT | ||
| F L | FLOW LINE | ||
| FN | FENCE | ||
| FNC | FENCE | ||
| FT | FOOT OR FEET | ||
| GR | GRADE | ||
| GND | GROUND | ||
| HWY | HIGHWAY | ||
| HDWL | HEADWALL | ||
| i.e. | THAT IS | ||
| IN | INCH | ||
| INT | INTERSECTION | ||
| INTER | INTERSECTION | ||
| I P | IRON PIPE OR IRON PIN | ||
| JCT | JUNCTION | ||
| JUNC | JUNCTION | ||
| L & T | LEAD AND TACK | ||
| LOC | LOCATION | ||
| L S | LAND SURVEYOR | ||
| L | LEFT | ||
| L/O | LEFT OF | ||
| LT | LEFT | ||
| LDNG | LEADING | ||
| M O C | MIDDLE OF CURVE | ||
| MEAS | MEASURE | ||
| MI | MILE | ||
| MID | MIDWAY OR MIDDLE | ||
| M H | MANHOLE | ||
| M H T | MEAN HIGH TIDE | ||
| MK | MARK | ||
| MON | MONUMENT | ||
| MP | MAP | ||
| M S L | MEAN SEA LEVEL | ||
| N | NORTH | ||
| NE | NORTHEAST | ||
| NGS | NATIONAL GEODETIC SURVEY | ||
| NO | NUMBER | ||
| N/O | NORTH OF | ||
| NW | NORTHWEST | ||
| OBS | OBSERVED | ||
| O D | OUTSIDE DIAMETER | ||
| OPP | OPPOSITE | ||
| ORIGĀ | ORIGINAL | ||
| PG | PAGE | ||
| PGS | PAGES | ||
| PAR | PARALLEL | ||
| PAV | PAVED, PAVING OR PAVEMENT | ||
| P B M | PRECISE BENCH MARK | ||
| PERPĀ | PERPENDICULAR | ||
| P I | POINT OF INTERSECTION | ||
| P P | POWER POLE | ||
| PT | POINT | ||
| PVT R/W | PRIVATE RIGHT OF WAY | ||
| PVMT | PAVEMENT | ||
| PST | POST | ||
| R C P | REINFORCED CONCRETE PIPE | ||
| RD | ROAD | ||
| RDWY | ROADWAY | ||
| REF | REFERENCE | ||
| RES | RESERVOIR | ||
| RET WALL | RETAINING WALL | ||
| RGE | RANGE | ||
| R M | REFERENCE MONUMENT WORK | ||
| RHO | RANCHO | ||
| R P | REFERENCE POINT | ||
| RR | RAILROAD | ||
| R | RIGHT | ||
| R/O | RIGHT OF | ||
| R/W | RIGHT OF WAY | ||
| SS | SIDE SHOT | ||
| S | SOUTH | ||
| S B B & M | SAN BERNARDINO BASE & MERIDIAN | ||
| SE | SOUTHEAST | ||
| SEC | SECTION | ||
| S/O | SOUTH OF | ||
| SPK | SPIKE | ||
| SQ | SQUARE | ||
| S S M | STANDARD SURVEY MONUMENT | ||
| ST | STREET | ||
| STA | STATION | ||
| STD | STANDARD | ||
| ST HWY | STATE HIGHWAY | ||
| STK | STAKE | ||
| STMPD | STAMPED | ||
| STRUCT | STRUCTURE | ||
| SURV | SURVEY | ||
| SW | SOUTHWEST | ||
| T B M | TEMPORARY BENCH MARK | ||
| TEL | TELEPHONE | ||
| TEL PL | TELEPHONE POLE | ||
| TENT | TENTATIVE | ||
| TK | TACK | ||
| T T | TRUCK TRAIL | ||
| TLA | TRILATERATION | ||
| TRI | TRIANGULATION | ||
| TRV | TRAVERSE | ||
| TWP | TOWNSHIP | ||
| U S C E | UNITED STATES CORPS OF ENGINEERS | ||
| U S C & G S | UNITED STATES GEOLOGICAL SURVEY | ||
| U S G S | UNITED STATES GEOLOGICAL SURVEY | ||
| V C | VERTICAL CURVE | ||
| VERT | VERTICAL | ||
| W | WEST | ||
| W C | WITNESS CORNER | ||
| W/O | WEST OF | ||
| W/P | WITNESS POST | ||
| WR | WIRE | ||
| W WL | WINGWALL | ||
| X-SEC | CROSS SECITON | ||
| X-RD | CROSS ROAD | ||
| -Ā | DASH | ||
| + - | PLUS OR MINUS | ||
| /Ā | OF | ||
| ļ | SQUARE OR BOX | ||
| +Ā | PLUS | ||
| #Ā | NUMBER | ||
| Ā | |||


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