# |
Specifies beginning of comment, only for current line |

.2D |
Change data format to 2D |

.3D |
Change data format to 3D |

.3R |
Change data format to 3D and reduce slope distance and zeniths to horizontal distances (.3REDUCE) |

.ADDC ON |
Standard errors inflated by centering error settings |

.ADDC OFF |
Normal behaviour, standard errors used as given |

.ALIAS NAME |
Define Point ID name aliases |

.ALIAS NAME ON |
Turn name aliasing on |

.ALIAS NAME OFF |
Turn name aliasing off |

.ALIAS NAME CLEAR |
Clear previously defined name aliases |

.ALIAS PREFIX |
Define Point ID aliases using a Prefix Scheme |

.ALIAS PREFIX ON |
Turn prefix aliasing on |

.ALIAS PREFIX OFF |
Turn prefix aliasing off |

.ALIAS PREFIX CLEAR |
Clear previously defined prefix aliases |

.ALIAS SUFFIX |
Define Point ID aliases using a Suffix Scheme |

.ALIAS SUFFIX ON |
Turn suffix aliasing on |

.ALIAS SUFFIX OFF |
Turn suffix aliasing off |

.ALIAS SUFFIX CLEAR |
Clear previously defined suffix aliases |

.ALIAS ADDITIVE |
Define Point ID aliases using a Additive Number Scheme |

.ALIAS ADDITIVE ON |
Turn additve aliasing on |

.ALIAS ADDITIVE OFF |
Turn additve aliasing off |

.ALIAS ADDITIVE CLEAR |
Clear previously defined additive aliases |

.ALIAS ON |
Turn all aliasing on |

.ALIAS OFF |
Turn all aliasing off |

.ALIAS CLEAR |
Clear all previously defined aliases |

.BASE |
Define Base Point ID and reduced antenna height in *.raw vector file |

.COPY OFF |
Turn off "Copy of Input Data Files" for the Listing File |

.COPY ON |
Turn on "Copy of Input Data Files" for the Listing File |

.CURVE OFF |
Turn off correction for earth curvature & refraction, zenith observations assumed to be corrected by user |

.CURVE ON |
Turn on correction for earth curvature & refraction (Default) |

.DATA OFF |
Exclude input data that follows this inline option |

.DATA ON |
Include input data that follows this inline option |

.DELTA OFF |
Explicitly set to Slope Distances and Zenith Angles Format |

.DELTA ON |
Explicitly set to Horizontal Distances and Elevation Differences |

.EDM ADDITIVE |
Set additive method for EDM standard errors - Constant + PPM (Default) |

.EDM PROPOGATED |
Set propogated method for EDM standard errors - Square root of Constant² + PPM² |

.ELEV ELLIP |
Legacy method to define elevation as ellipsoidal |

.ELEV ORTHO |
Legacy method to define elevation as orthometric |

.ELLIPSE |
Show error ellipses only for the list of stations provided |

.GPS ADDHIHT #1 #2 |
Correction to be applied to base and rover heights - #1=base antenna offset, #2=rover antenna offset |

.GPS CENTER #1 |
Same as "Apply Centering to StdErrs" option - #1=horizontal centering |

.GPS CENTER #1 VERT #2 |
Same as "Apply Centering to StdErrs" option - #1=horizontal centering, #2=vertical centering |

.GPS DEFAULT #1 #2 |
Same as "Apply Default StdErrs to Vectors with no Supplied Weighting" option - #1=StdErr, #2=PPM |

.GPS DEFAULT #1 #2 VERT #3 #4 |
Same as "Apply Default StdErrs to Vectors with no Supplied Weighting" option - #1=Hz StdErr, #2=Hz PPM, #3=Vt StdErr, #4=Vt PPM |

.GPS DEFAULT FREE |
Vectors with missing G2 & G3 lines will be included in the network but have no influence |

.GPS DEFAULT IGNORE |
Vectors with missing G2 & G3 lines will be excluded from the network |

.GPS FACTOR #1 |
Same as "Factor Supplied Vector StdErrs by" option - #1=Factor |

.GPS FACTOR #1 VERT #2 |
Same as "Factor Supplied Vector StdErrs by" option - #1=Hz Factor, #2=Vt Factor |

.GPS FACTOR FREE |
Vectors with G2 & G3 lines will be included in network but have no influence |

.GPS FACTOR IGNORE |
Vectors with G2 & G3 lines will be excluded from the network |

.GPS FREE |
Free up list of vectors to not influence the adjustment |

.GPS IGNORE |
Exclude list of vectors from the network |

.GPS NETWORK |
Vectors following this comand will be included in the network adjustment (Default) |

.GPS SS |
Vectors following this command will be solved after least squares solution is found for the network |

.GPS USE #1 #2 |
Supply custom weighting - #1=StdErr, #2=PPM |

.GPS USE #1 #2 VERT #3 #4 |
Supply custom weighting - #1=Hz StdErr, #2=Hz PPM, #3=Vt StdErr, #4=Vt PPM |

.GPS USE FREE |
Vectors will be included in the network but have no influence |

.GPS USE IGNORE |
Vectors will be excluded from the network |

.GPS USE OFF |
Turn off custom weighting and revert to original |

.GPS WEIGHT COVARIANCE |
Weighting type set to covariances |

.GPS WEIGHT STDERRCORR |
Weighting type set to standard errors and correlations |

.INCLUDE |
No longer necessary, but can be used to insert data from other files |

.INST |
Set instrument weighting scheme to specified Instrument Library profile |

.LONG NEG |
Set Negative West Longitude sign convention |

.LONG |
Set Positive West Longitude sign convention |

.LOSTSTATIONS |
Specify a list of stations to omit from Network Plot |

.LWEIGHT #1 |
Override "Elev Diff" standard error and sets "Length" section type - #1=StdErr |

.LWEIGHT #1 TURNS |
Override "Elev Diff" standard error and sets "Turns" section type - #1=StdErr |

.LWEIGHT |
Return to Project Defaults |

.MAP ON |
Turn on MAPMODE, horizontal angles in Traverse lines will be read as bearings/azimuths |

.MAP OFF |
Turn off MAPMODE, Traverse line content back to default |

.MAP ON ANG |
Turn on MAPMODE, closing angles calculated and included in adjustment |

.MEASURED BEA |
Bearings will be interpreted as measured (Geodetic) |

.MEASURED DIST |
Distances will be interpreted as measured (Geodetic) |

.MEASURED ANG |
Angles will be interpreted as measured (Geodetic) |

.MEASURED DIR |
Directions will be interpreted as measured (Geodetic) |

.MEASURED BEA DIST ANG DIR |
Various combinations possible |

.GRID BEA |
Bearings will be interpreted as grid |

.GRID DIST |
Distances will be interpreted as grid |

.GRID DIST=ELLIP |
Distances will be interpreted as ellipsoidal |

.GRID ANG |
Angles will be interpreted as grid |

.GRID DIR |
Directions will be interpreted as grid |

.GRID BEA DIST ANG DIR |
Various combinations possible |

.MULTIPLIER |
Superceeded by .UNITS but can be used to apply a multipliler to input data |

.ORDER NE |
Set Coordinate Order Northing-Easting |

.ORDER EN |
Set Coordinate Order Easting-Northing |

.ORDER ATFROMTO |
Sets order to Station-Backsight-Foresight for input data that include angles |

.ORDER FROMATTO |
Sets order to Backsight-Station-Foresight for input data that include angles |

.PELEV |
Redefine project default elevation in "2D" local and grid jobs |

.PRISM #1 |
Prism constant (in mm) to be added to your distance observations - #1=Constant |

.PRISM #1 #2 |
Prism constants (in mm) to calculate correction to apply to your distance observations, Constant 1 minus Constant 2 is used - #1=Constant 1, #2=Constant 2 |

.PRISM OFF |
Turns off previously specified Prism constant correction |

.PRISM ON |
Turns back on previously specified Prism constant correction |

.PRISM CLEAR |
Reinitializes any previously defined corrections |

.REF #1 |
Change "Default Coefficient for Refraction" - #1=New Value |

.REF 0 |
Turn off refraction corrections |

.REF |
Reset refraction coefficient to project default |

.REL |
Supply list of station pairs that will be included in **relative ellipse listing and plotting** |

.REL /OBS |
Supply list of station pairs as with .REL, but specify that the list contain all the station pairs connected by observations |

.REL /CON |
Supply list of stations to exhaustively create connections between |

.REL /CON=GroupName |
Assign named group to list of stations to exhaustively create connections between |

.REL /EVERY |
Creates an exhaustive list connecting every point |

.PTOL |
Supply list of station pairs that will be included in **point tolerance checking** |

.PTOL /OBS |
Supply list of station pairs as with .PTOL, but specify that the list contain all the station pairs connected by observations |

.PTOL /CON |
Supply list of stations to exhaustively create connections between |

.PTOL /CON=GroupName |
Assign named group to list of stations to exhaustively create connections between |

.PTOL /EVERY |
Creates an exhaustive list connecting every point |

.SCALE #1 |
Changes the "Apply an Average Scale Factor" option in 2D/3D "Local" coordinate system projects - #1=Scale Factor |

.SCALE |
Resets value back to default originally set in Project Options |

.SEPARATOR |
Provide a character to change the default "dash" used to separate station names in input files |

.UNITS METERS |
Set linear unit to Meters for following observations |

.UNITS FEETINT |
Set linear unit to International Feet for following observations |

.UNITS FEETUS |
Set linear unit to US Survey Feet for following observations |

.UNITS DMS |
Set angular unit to Degrees/Minutes/Seconds for following observations |

.UNITS GONS |
Set angular unit to Gons for following observations |

.UNITS CSECONDS |
Set standard error unit to Centesimal Seconds for following observations |

.UNITS MGONS |
Set standard error unit to Milligons for following observations |

.VLEVEL |
Legacy method to define Level section input |