Spectra-precision Survey Pro v5.0 Bedienungsanleitung

Main MenuHome ScreenMain MenuFile MenuJob MenuSurvey MenuSurvey Menu for GNSSSurvey Menu for GNSS Post ProcessingStakeout MenuStakeout Menu for GNSSIn

job and then tap the [Save] button.Note: It is not necessary to include the .survey extension since it will automatically be added for you.Import[File

GNSS Data Collection ContentsData CollectionTraverse BaseFeature CollectionOffset ShotsOccupy Data PointsControl Points ContentsControl PointsCheck Co

Mode: Displays if the receiver is set to Off, Base, Rover, or Post Processing mode.Memory: Displays the amount of memory remaining in the receiver’s i

The Data Link card displays information about the base to rover communications when the modem is a radio.Receiver mode: See the Receiver card.Modem Re

Status: displays information about the recording. It will be one of four valuesNo Communication: Not receiving a response to commands.No Data: Receiv

SNR Plot tab: This tab lists all the satellites that are in view and shows a bar graph that indicates the signal-to-noiseratio. A longer bar indicate

Starting a SurveyStart Survey at Base[Survey] [Start Base]When you are starting a survey at your own RTK base, select the Start Base menu item. You w

Select Geoid[Start Survey Survey] | Projection Prompt, or[Survey] [Projection] [Select Geoid…]The Select Geoid screen is used to choose a geoid model

Note: When the measure to mark is true vertical; the Radius and Notch fields will not be available.[Set]: Updates the receiver antenna settings with t

Connect to RoverThe Connect to Rover screen is used to select a rover receiver to connect to. The display of the receivers to select listis identical

[One Point]: This will solve a valid calibration using the base point as the horizontal and vertical control point, thenopen the Data Collection scree

A list of all the .survey files available in the current directory is displayed. Simply tap on the job name that you want toimport and then tapthe but

You cannot yet have a coordinate system initialized or solved.[<Back]: Tap to return to the previous screen.Occupy Check SetupThe Occupy Check Setu

blunder detection cannot run and you will see the yellow warning for your calibration solution status. You mustevaluate the quality of the solution ma

[Next >]: Tap to advance to the Select Base Point at Rover screen. Select Base Point At RoverThe Select Base Point at Rover screen is used to choos

than a point occupied in static mode.[Feature]: Opens the Feature Collection screen where various automatic and manual data collection options areavai

Offset Shots[Survey] [Data Collection] [Offset]The Offset Shots screen is used to collect a point you cannot physically occupy with GPS. You can occu

Session Time: Displays the total occupation time so far for this measurement.Count Status: Displays Measuring when you have current coordinates from t

Data Collection [Control] [Check Point]The Check Control Point screen is used to check a control point. This is done when you want to verify the qual

[Accept]: Adds the measured GNSS coordinates to the point record in the job file, and returns to the Control Pointsscreen.Resume Survey[Survey] [Resum

without going into static occupation mode. The point is stored with the description labeled on the button, for example,[Ditch] or [TOPO]. You can also

Note: This step is usually not necessary, since the intermediate mapping plane is automatically set up by default usingthe location of the first GNSS

Specify Missing Elevation Threshold: if the source file was created from coordinates with no elevations, but the filecontains an elevation column with

ground level.[Same as Base]: Updates the values with the coordinate of the GNSS base station.Use Geoid: Choose to use a geoid model with this zone. Wh

Solve from Control PointsCalibration scale[Calculate scale from control points]: Select this option to calculate the best-fit scale parameter from the

Separation: Enter the separation between the inclined plane and the local elevation.Origin N / E: Enter the local origin (north,east) of the inclined

parameters.Database: Select what type of coordinate system record to choose. You can:Use Database Zone: Displays controls to pick a map projection fr

Custom Molodensky: Choose this option to use a custom 3-parameter datum transformation, with either acustom ellipsoid or a data base ellipsoid.Custom

Values: Enter the values for the custom ellipse if you are not using Ellipse from List:Ellipse a: Enter the semi major axis of the new ellipsoid.Other

Ground Coordinates - SetupThe Ground Coordinates Setup screen is used to toggle between grid and ground coordinates, and to select how todefine the or

The Ground Coordinates Location screen is used to define the local ground coordinate of the origin point. Thiscoordinate will be used to calculate an

remote benchmark. The New Elevation field of the Remote Elevation screen will then display the calculated elevationfor the base point to be set on tap

Enter Control Coordinate – Key InThe purpose of this screen is to manually input the control point coordinates. This is the second screen that appears

Layer: will import all the data on the specified layer.If no coordinate system is configured for the current job, a dialog asks if you want to set the

[Show Details]: Shows the same details for the selected point as the Single Point Results screen shows, describedabove.[Re-Enter]: Clears the control

Projection Calculator – RotationConvergence: Displays the computed rotation from grid north to geodetic north.Rotation: Displays the computed rotation

Files can be selected from this list to delete or copy/move to the data collector.Connected To: The drop-down list shows the current connection mode.

and stay stationary on points of interest for periods of time during the survey. Once the file is begun, the Stop and GoReceiver Session screen opens

Point : Enter the station name for the stop and go point.Description: Enter the description for the stop and go point.Session Duration: Allows you to

Stakeout MenuThe Stakeout Menu contains a variety of stakeout routines, including offset staking.Stake Points IndexStake List of Points IndexStake to

Stake to LineStake to Line- Screen 2Remote Stake to LineStakeout Menu IndexMain IndexOffset Staking IndexOffset StakingOffset Staking- Screen 2Offset

Stakeout Menu IndexMain IndexStake Curve & Offset IndexStake Curve and OffsetStake Curve and Offset- Screen 2Stake Curve and Offset- Screen 3Stake

StakeDTM - Screen 2Stakeout Menu IndexMain IndexStation Staking IndexStation StakingCross-Section ViewStation Staking - Screen 2Station Staking - Scre

[Solve >]: takes you to the second Stake Points screen where the distance and direction to the design point isdisplayed, see below.: opens the Stak

Survey Pro 4.x (.JOB / .RAW) File: when selected, the entire job is exported to a Survey Pro version 4 format.JOB/.RAW file pair.Coordinate (.CR5) Fil

CUT/FILL: displays the required amount of cut or fill to bring the stake point to the design point’s elevation.Rod Elev: displays the elevation at the

Performing stake out in remote mode is different from running in a non-remote mode because the feedback iscontinuous and provided in the rod’s point o

[Stakeout] [Stake List of Points] Edit ListThe Edit Point List screen is used to modify the existing point list.[Remove]: removes the selected point

HR: is the rod length.EDM: This button can be toggled to shoot in various EDM modes. The options available depend on the total stationbeing used. Cons

[Tap Line…]: displays a map of all the polylines and alignments in the current job. Simply tap the line that you wantto offset stake and then tap .[To

Station to Stake: is the station to be staked.Station Interval: specifies how far to advance from the current station to the next station.[Next Sta]:

1. A new backsight circle value is computed, sent to the instrument and stored in the raw data2. The Angle Right value is changed to zero to reflect

Offset Staking – Screen 6This screen is used to describe the stake point before it is stored and select if the Results screen should be displayed.Poin

X-Slope: is the cross slope of the Left and Right sides of the road, respectively. The slope is computed from(rise/run)x100. (A negative slope will ca

Cut / Fill: is the cut or fill required for the current rod location to be positioned on the design slope.Toward CL / Away CL: is the computed horizon

file pair, which you could then import into third party software that uses the old format Survey Pro files.If your job does not have any auto line wor

[Force CUT Slope]: forces all computations to be based on a cut slope.[Force FILL Slope]: forces all computations to be based on a fill slope.[Topo SS

[Circle Zero]: is used to modify the circle on the total station so that the angle right reading will be zero when it isfacing the current target, whi

Des. Slope: is the design cut or fill slope.Obs. Slope: is the computed (observed) cut or fill slope based on the last shot and the corresponding hing

HR: is the rod height.[Topo SS…]: will store the last shot taken as a side shot.[Shot]: takes a shot.[< Back]: returns to the previous screen.[Stor

Height of rod: is the length of the rod.[Backsight…]: opens the Station Setup screen.[< Back]: returns to the previous screen.[Solve>]: opens th

Screen 4 is used to stake the current station.Stake Curve and Offset[Stakeout] [Curve and offset]The Stake Curve and Offset screen is used to stake st

Note: A motorized total station will automatically turn toward the design point after tapping [Solve>], depending onthe configuration of the Stakeo

The Stake Out Point (Store/Tape) screen allows you to store a point at a specified offset from the stake point, resultingin a point that is either clo

the cut / fill values accordingly. Design elevations will be lower when is selected, and higher when U is selected.[Grade]: specifies a slope from the

station associated with the Start Point.Screen 2 is used to define the offset distance and location, the station to be staked and the station interval

[Next >]: opens the second screen.Export *.TXT Coordinates – FormatSelect the desired order and format for the resulting TXT file from the list of

Store Offset Points[Stakeout] [Store Offset Points]The Store Offset Points screen is used to store points in the current job at a specified offset fro

Station Interval: is the distance between the stations where offset points are stored.Note: If the Stake Corners option is selected in the Stakeout Se

dealing with State Plane or UTM mapping plane coordinates, which are often very large in magnitude, the differencecan be considerable if the coordinat

the reference DTM surface and its corners. Once a shot is taken, the rod location and the occupied TIN triangle aredisplayed.Data: shows the angle and

right shows the vertical view.[Set Center Line…]: allows you to select any polyline or alignment in the current job to use as a centerline. This willr

Height of Rod: is the rod height.[Backsight…]: opens the Station Setup screen where you can set your backsight.[< Back]: returns to the previous sc

+/- Angle: is the angle to be added to the specified azimuth or bearing, thus modifying the direction to the new point.Note: To subtract an angle from

Current Rod Pt: is the current rod point.Next FS Point: is the point that the rod person wants to locate.Increment: is added to the Next FS Point valu

When stationary, your position is marked with a flashing green circle. When moving, a green triangle is displayed thatrepresents your current position

Control column of the point list. If you toggle the best fit point assignments, you can then tap the [Resolve withExisting Points] button to update th

[File] [Backup / Restore]The Backup / Restore wizard consists of a series of screens that are used to backup or restore all the files associatedwith t

Stakeout Menu for GPSStake PointsStake to LineStake to Line – Screen 2Offset Staking IndexSlope StakingSlope Staking – Screen 4Point Slope Staking Ind

precision computed by the receiver. When this area of the screen is tapped, the epoch count stops and the GNSSStatus screen opens.Go SOUTH / NORTH: d

Note: Tap the graphic portion of the screen for an expanded view.GNSS Status: displays the current solution type, the number of satellites used, and t

Although the graphic portion of the screen is continuously updated, the numeric values are not updated until the [Shot]button is tapped. The correct

HD to HP: is the horizontal distance from the rod to the hinge point.VD to HP: is the vertical distance from the rod to the hinge point.HD to CL: is t

Show Station – Screen 2Once the line is selected, the second screen is opened where information is displayed about the rod position and theselected li

The DTM GPS Shot screen displays all relevant information on the current rover position and a graphic that shows therover location, the occupied TIN t

Inverse MenuThe Inverse Menu contains routines that compute the direction and distance between two objects. The followingscreens are available from th

The Inverse Point to Line screen computes the perpendicular offset distance and direction from a known point to acontinuous line defined by two points

point names.[Solve]: will compute the distance and direction of the offset from the known point perpendicular to the polyline.Note: There is no soluti

which will then be included in the archive.[< Back]: returns to the previous screen.[Backup]: opens the next screen.Backup / Restore - Create a Sna

Inverse Point to Location / Point[Inverse] [Location / Point]The Inverse Point to Location / Point screen will calculate the distance and direction fr

Cogo MenuThe Cogo Menu contains all of the coordinate geometry routines used to perform computations from the existing jobdata. The following screens

Horiz. Dist: is the horizontal distance from the reference point to the new point.Vert. Dist: is the vertical distance from the reference point to the

they will be treated as straight sections in the offset alignment that is created. The Offset Staking or Offset Pointsroutine should be used to stake

polyline, or alignment.Start Station: is the station for the first node of the selected line.Station: is the station on the line where you want to com

The Compute Area routine computes the area of a flat horizontal plane encompassed by a selected boundary.[Tap Line…]: allows you to tap an existing po

Triangle Solutions[Cogo] [Triangle Solutions]The Triangle Solutions screen will solve for the unknown parts of a triangle after providing three known

Perimeter: is the length of the boundary from the first point to the last point, plus any additional length between thelast point and the first point.

Add to Map[Cogo] [Map Check] [Add to Map…]The Add to Map screen is used to add the existing line and curve data to the current job as a polyline.Descr

[Azimuth] / [Bearing]: defines the direction of the boundary sides with lengths that are not yet known.ResultsPoint 1 / 2: Displays the coordinate of

[Enter Server Mode]: places the data collector in server mode where all file transfers are controlled from a PCrunning either TDS Survey Link or TDS F

[Earth Curvature and Refraction]: Set the earth curvature and refraction correction coefficient. Select [None] to turnearth curvature and refraction c

excludes that point.Result: Displays the average coordinates of all the selected points. These coordinates are automatically updated whenchanges are m

Curve MenuThe Curve Menu contains routines that will compute all aspects of a horizontal curve and assist in curve layout.Curve SolutionKnown PI and T

Chord: is the chord length.Deg. Arc: is the deflection angle that results in a 100-ft. arc length.Deg. Chord: is the deflection angle that results in

Tangent: is the distance from the PC or PT to the PI.Three Point Curve[Curve] [3 Point Curve]The Three Point Curve screen will compute the details of

Fillet: is the area between the arc length and the tangents.Compute Radius Point[Curve] [Radius Point]The Compute Radius Point screen is used to compu

Sector: is the area between the arc length and the two edge radii.Fillet: is the area between the arc length and the tangents.Line Tangent to Circles[

Deflection: is the angle to turn to the current station.PI to Station: is the distance from the PI to the current station.Tangent Offset: provides per

ResultsRadius: is the distance from the radius point to the curve.Length: is the arc length.Chord: is the chord length.Delta: is the deflection angle.

Store PT: When checked, will store the computed PT point with the specified point name.[Store RP]: When checked, the computed radius point will be sto

Home ScreenThe Home Screen allows you to create customized menus with your frequently used functions.You can navigate to the Home Screen from any menu

Job Menu IndexSettings IndexEdit Points IndexEdit Polylines IndexEdit Alignment IndexAuto LineworkView Raw Data IndexDTM IndexManage LayersJob Informa

PVC / PVI Station: is the station for the specified point.PVC / PVI Elevation: is the elevation for the specified point.Begin Grade: is the grade at t

buttons and then re-computed with the Layout button.Current station: is the station that will be solved for with the Layout button.Elevation: is the k

Elevation: is the elevation for the current station.Spiral[Curve] [Spiral]The Spiral screen will compute the details of a spiral curve, given the spir

[Layout]: computes the location of the Current Station.ResultsStation: is the current station.Deflection: is the horizontal angle to the current stati

Roads MenuThe Roads Menu contains the routines used to perform road layout.Edit Templates IndexEdit AlignmentsEdit Roads IndexRoad Stakeout IndexRoad

Roads Menu IndexMain IndexRoad Slope Staking IndexRoad Slope StakingRoad Slope Staking - Screen 2Roads Menu IndexMain IndexShow Station IndexRoad Stat

Edit Template[Roads] [Edit Templates] [Edit…]or [Roads] [Edit Templates] [New…]The Edit Template screen is identical to the New Template screen and is

Slope / V Offset: is the slope of the segment, or the vertical length, respectively. When defining a vertical offset,select the D if the segment trav

Note: There are some limitations on the Land XML road elements that are supported in Survey Pro.Only one CrossSectSurf element is allowed to be define

[View Profiles]: opens the Road Profiles screen where you can see information about the cross-sectional profile of theroad at any station.[Set POB…]:

GNSS Receiver SettingsReceiver CommunicationAdd ReceiverData Modem Settings CardModem Serial CommunicationsRadio SettingsCell Phone Settings ScreenIP

[Seg…]: opens the Details screen and lists information related to the selected segment at the current station.Road Alignment Properties Screen[Roads]

be created.[Edit…]: opens the Edit Template screen where the selected template can be modified, although accessing thetemplates editor from here will

[Check…]: opens the Roads Report screen and displays any errors.[New…]: opens the New Widening screen, which is identical to the Edit Widening screen,

elevation is entered to change the slope back again. For example, a curve will typically require two super elevations foreach side of the road: one at

Station Interval: is the value that is added to the Station to Stake after the [Next Station] button is pressed.[Next Station]: advances the Station t

button is tapped, the following actions will occur:1. A new backsight circle value is computed, sent to the instrument and stored in the raw data2.

[Next Station]: advances the current station by the Station Interval.Note: If the Stake Corners option is selected in the Stakeout Settings screen, th

data from a grade sheet.[Tap Road…]: opens the Tap on a Road screen where you can tap on any road in the job to select it.Name: displays the name of t

Cut / Fill: is the necessary cut or fill that will bring the rod position even with the road's surface.Cut / Fill to CL: is the necessary cut or

Adjust MenuThe Adjust Menu contains routines to perform a variety of adjustments.ScaleTranslateRotateTraverse Adjust IndexMain IndexTraverse Adjust In

Job Menu IndexMain IndexView Raw Data IndexView Raw Data Find Point Edit Station Edit Target Edit GNSS Base Edit GNSS AntennaJob Menu IndexM

[Tap Points…]: allows you to select points by tapping them from a map view.[To/From…]: allows you to select points by typing in a point range.Translat

rotated.[New Azimuth] / [New Bearing]: is the direction between the same two points specified above after the rotation.[Solve]: will perform the rotat

Closed Traverse: select this option if you are adjusting a closed traverse.Close to Known Location: select this option if you are adjusting an open tr

Miscellaneous Screens MenuThe following screens are only available via a Quick Pick or a power button. They are not available directly from anymenu it

Start Location: is the location for the first point, which is the reference location used to compute the locations of theremaining points. The default

Quick Pick Editor, Edit Quick Pick (located at bottom of list)The Quick Pick Editor is used to customize the list of routines available from the Qui

7 ( 100, L, L ) 9The third example describes a curve with a radius of 100, using the same units as the job, that begins at Point 7,turning to the Left

Zoom Window Button: allows you to drag a box across the screen. When your finger or stylus leaves the screen,the map will zoom to the box that was dr

Stake to Point: Opens up the Stake Point screen (conventional mode), the Remote Staking screen (roboticmode), or the GNSS Stake Point screen (GNSS mod

From the Map View, tap The Manage Basemaps screen is used to select the basemaps to display in the map view for the current job.The main portion of th

Note: When running in leveling mode, the [Instrument Settings…] can be selected for Manual Mode to open theLevel Method screen.[Instrument Settings]:

Show All: Sets the Visibility state of all layers to shown.Selectable All: Sets the Visibility state of all layers to selectable.General Card (DXF bas

Manage Smart Targets, Manage Smart TargetsThe Manage Smart Targets screen is used to edit existing custom targets or configure a new custom target typ

Note: In order to perform automatic repetitions when using active prisms, active prisms must be set up over both thebacksight and foresight. Survey P

Appendix MenuTransverse Mercator ZonesLambert ZonesMain IndexTransverse Mercator ZonesCentral Meridians for State Plane CoordinatesE = EastW = WestC =

C 14 00W 115 45Illinois E 88 20W 90 10Indiana E 85 40W 87 05Maine E 68 30W 70 10Michigan(1934)E 83 40C 85 45W 88 45Mississippi E 88 50W 90 20Missouri

NC = North CentralSC = South CentralM = MainlandI = IslandO = OffshoreState ZoneCentralMeridianZoneConstantArkansas N 92 00 0.581899S 92 00 0.559691Ca

S 109 30 0.714901Nebraska N 100 00 0.673451S 99 30 0.656076New York(Long Island)74 00 0.654082NorthCarolina79 00 0.577171North Dakota N 100 30 0.74413

Survey Pro Help 5.00237

Opens the Bluetooth configuration screen that comes with the Bluetooth driver software where you can quickly checkor change the virtual COM port and f

Receiver Info: Select to launch the Receiver Info dialog.Rename: Select to rename the receiver profile.Delete: Select to delete the selected receiver

[Bluetooth Settings].[Bluetooth Settings]: Launches the Windows Bluetooth application. Enables you to create a Bluetooth profile foryour receiver.If

[Configure]: Opens the Modem Serial Comms. screen where you can change the settings for communication betweenthe receiver and the data modem.Modems wh

Serial Port fieldsBaudrate: Displays the baud rate the receiver uses to communicate with the cellphone.Parity: Displays the parity the receiver uses t

Channel: Select the channel the radio will use to communicate with the other radio.Sensitivity: Select the sensitivity of the radio.Mode: Select the t

Main MenuThe Main Menu is the starting point where all the other screens described in this manual are accessed.The area at the bottom of the screen is

The General tab enables you to change general settings on the receiver. Every receiver has the option to change the elevation cutoff angle and the opt

Glonass tracking: Select On or Off.Settings for Thales (Ashtech) ReceiversIf the current profile is for a Thales (Ashtech) receiver, the general page

Note: This setting is only available when your receiver model is Hiper .Network Settings[Job] [Settings] [Networks Card]To add a new network to the li

Post Process Settings[Job] [Settings] [Post Process]The Post Process card is used to configure the settings for logging post processing data, and the

display of all of the coordinates in the control file would be converted from International Feet to US Survey Feet.Units for Angles: Defines the units

Feature Code File: Displays the selected feature code file (*.FXL) to use with the current job. FXL files can becreated and customized with the Spectr

routines under the Survey menu.Prompt for Attributes: When checked, a prompt to select feature information will appear before any new point isstored f

elevation changes.Use map plane ground coordinates: When selected, you can configure the job to use map plane ground coordinates.Combined Factor: Ente

[< Back]: Returns to the previous screen.[Solve >]: Returns to the Scale Settings screen where the combined scale factor will be entered for you

one or more pictures associated with the current point. (Only available when running on a Nomad or Ranger 3 that hasa digital camera.)Use Perfect Stat

(Close): Closes the current screen. (Settings): Opens the Settings screen associated with the current screen. (GPS Status): This is used to view the

Zenith Tolerance: A warning message will be displayed if a vertical angle exceeds the tolerance entered here during arepetition shot.Distance Toleranc

Turn On NMEA GPS Receiver: When checked, enables the GPS receiver.Model: Select Shared GPS to use the GPS receiver settings configured in the Windows

File: (available when the output method is ‘To File’) Enter the file name for saving the external data output. To selecta different file type, click

Prompt for Layer: When checked, a prompt to select a layer will appear before any new point is stored from anyroutine other than those included in the

Edit Points - (multiple point editing)[Job] [Edit Points] [Edit…] (When more than one point is selected.)This screen is accessed after tapping [Edit…]

Note:; Only user entered points (key in or imported) can be assigned as control points. If the point selected for editingis derived from a measurement

[Use for Vertical Calibration]: check this box if the calibration point pair is suitable to use for vertical calibration.Edit Point - Feature[Job] [Ed

[Delete…]: Delete the selected polyline.[New…]: Open the Polyline Editor where a new polyline can be created.Import PL5: Import polylines. Available o

tap . Tapping will return to the previous screen without saving the changes.Note: if <End> is selected in the list, the [<-Insert] button

use existing points to define any particular locations on the alignment, although a point can be used to anchor thestarting location, which is the sam

File MenuThe File Menu contains routines to open or create a new job, import and export different file formats, and transfer filesbetween the Data Col

Edit Alignment Screen – VAL TabThe VAL (Vertical ALignment) tab in the Edit Alignment screen is used to enter or modify only the vertical details ofan

Length: The horizontal length of the line.Make this segment tangent to previous: When checked, the specified line will be tangent to the ending tangen

Dir: Specifies if the curve runs from TS to SC (Tangent to Spiral, to Spiral to Curve) or CS to ST (Curve to Spiral, toSpiral to Tangent).Make this se

The raw data is displayed in a tree view, with the root nodes of the tree showing a record of each survey action takenin the current job. You can expa

[Backsight]: Enter the backsight azimuth or backsight point name for this setup.Note: If you wish to change the backsight point, you can only choose a

Note: If you selected the target record to edit from the root of the record tree, by default all observations that use thattarget will be updated with

The Raw Data Note screen is used to append a note to an individual raw data record or to the end of the raw datarecords in the job. The note can consi

View DTM[Job] [View DTM]Before viewing a DTM, the Setup DTM 3D screen will open where the DTM layers must be defined. This screen isalso used to defin

All the polylines in the current job are displayed. Select the appropriate polyline and tap .Add/Edit Break-lines[Job] [View DTM] [Breaklines…]The Ad

The Points on DTM Layer screen displays all the points on the DTM layer and allows you to add points from anotherlayer or delete (move) points to a di

Export Data IndexExport CoordinatesExport Coordinates - Select PointsExport Survey Pro version 5 (.survey) CoordinatesExport Survey Pro version 4 (.JO

Hidden-line Removal: When checked, will hide all the lines that occur behind other surfaces in the 3D View. Theimage shown here is identical to the im

job file.Filename: Displays the current job file name.Feature Code File: Displays the feature code filename used in the current job.Folder: Displays t

-: Subtracts y from x.×: Multiplies x and y.[Enter]: Moves the active value to Level 1 of the stack, or duplicates Level 1 if there is no active value

e : Raises 2.718281828 to the power of x.10x: Raises 10 to the power of x.R>°: Converts x, in radians to decimal degrees.R>G: Converts x, in rad

Point Associated with Picture: You can specify an existing point in this field to associate the picture with thespecified point. Raw Data Note: Any te

Survey MenuThe Survey Menu contains the routines used for collecting data with a conventional or robotic total station.Station SetupCheck SetupTravers

Survey Menu IndexMain IndexOffsets IndexDistance OffsetsHorizontal Angle OffsetVertical Angle OffsetSurvey Menu IndexMain IndexAutoCollect IndexAuto C

ResultsSurvey Menu IndexMain IndexRemote Control IndexRemote ControlRemote ShotsResults CardVideo CardVideo Display OptionsVideo SettingsMap CardAim C

The following screens are used to setup PPM correction parameters for the station setup.Apply PPM [In Instrument] : Use this option if you set the ins

Station Setup Known PointThe following screens are used when the setup type is set to Known Point.Station Setup Known Point – Enter Occupy Point+ Occu

New Job[File] [Open / New] [New…]The New Job screen is used to create a new job.Create a New Job - File Name ScreenDirectory: displays the directory w

Station Setup Known Point – Orient Instrument – BS PointBS Point: Enter the point name to use for the backsight point.BS Azimuth: Displays the grid

Sequence: Select the mode to shoot each set of the resection measurements. You can choose between: Direct andReverse, or Direct Only.[Check Setup]:

Fixed Target / Roving Target: Select the target type at the backsight point. Choose fixed target if you will use adedicated target at the backsight.

change to the previous foresight point and the backsight point will automatically change to the previous occupy point.Note: Prior to storing a point,

[Survey] [Traverse / Sideshot] [Traverse] [Traverse Now]This wizard is used to setup the occupy point and backsight after a traverse observation.Note:

Remote Shot Screen (Remote Mode)[Survey] [Traverse / Sideshot] [Traverse] or [Side Shot]When running in remote mode, tapping the [Traverse] or [Side S

[Toss]: Delete the corresponding set that has the worst residual.Note: A set can only be “tossed” when three or more sets have been collected.[Side Sh

from the same occupy point.: Accesses the Surveying Settings screen and Radial Sideshot Settings screen, which is identical to the RepetitionSettings

Horizontal Angle Offset[Survey] [Horizontal Angle Offset]The Horizontal Angle Offset screen allows you to compute and store the location of a new poin

[Survey] [Auto Collect]The Auto Collect screen allows users with robotic total stations to automatically collect points either at a specified timeinte

Note: To use a scale factor with a job, go to the Scale Settings card to configure the scale factor mode. If you select amapping plane coordinate syst

Quick Codes[Survey] [Quick Codes]The Quick Codes screen is used to rapidly take shots with different description codes.Foresight: Is where you enter t

[Backsight]: Opens the Station Setup screen you can set and check your station occupy point and backsight.Corner & Angle[Survey] [Corner & Ang

Horiz Offset is always measured from Shot 1.[Backsight]: Opens the Station Setup screen where you can set and check your station occupy point and back

Description: The description given to the next stored point.HR: The length of the rod. : Opens the Smart Target options.Number of Sets: The desired n

Known Elevation Is…: Where you specify if the Occupy point or the Foresight point has a known elevation.Elevation: The known elevation for the selecte

: A shortcut to the Date/Time Settings screen.Lat. / Long.: The latitude and longitude of the total station. These values can be scaled from a map, su

[Reset]: Permanently deletes all observations. A warning prompt will appear before the observations are deleted.The Enter Shot Data ScreenHorizontal A

Note: The remote control functions are available only after a supported robotic total station is selected and enabled inthe Instrument Settings screen

set.GRAY: Off: GeoLock is not enabled.Results Card[Survey] [Remote Control] [Results]The Results card displays live angle data from the total station

[Turn to Angles]: Turns the total station to the specified horizontal and zenith angles.Existing Point: The point from the current job that the total

Note: You can create a job with no initial point.Point Name: is the name of the initial point.Northing: is the Y-coordinate of the initial point.Easti

Note: If any points defining your perimeter already exist, the point names can be entered in these fields without re-shooting them.[Shoot 1] , [Shoot

[> X,Y View] / [> X,Z View] (Map card): Changes the orientation of the current view.Quick Shot routineOpens when you start the software, or when

Job modeOnce you have opened a job, you can:Perform station setup.Go to stakeout mode.Store sideshot or traverse shots or angle offset shots.HA: Horiz

To open the dialog, tap the settings icon in the title bar.Display: Options are HA,ZA,SD or HA,HD,VD. Controls the values that appear in the Quick Sho

goes into the third state and shows stakeout information of Come/Go, Left/Right, and Cut/Fill.The icons on the screen are used as follow:Survey: There

3. Tap the MSR key to measure to the rod: Quick Stake goes into COME/GO, LEFT/RIGHT mode and shows aCUT/FILL.4. Store the staked point: Tap Enter or

Live Fields Yes YesQuick Shot Yes YesQuick Stake Yes NoRepetition Shots ( Shot Prompt ) Yes NoRemote Shot Yes NoSurvey\Traverse/Sideshot Yes YesStakeo

The items available in the Survey Menu with the GNSS module depend the current state of the setup. There are fourstates:No RTK survey is setup.Base is

Import GNSS ControlReceiver InformationProjection Calculator IndexFile ManagementSurvey MenuRTK GNSS Mode(Survey in Session)GNSS Status IndexTraverse

Receiver Antenna Select Base PointConnect to RoverSet Rover ReceiverGNSS Resection / BacksightOccupy Control Set UpOccupy Control PointCheck GNSS Rese