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1. gt HBG Sh HYD Internal ID gt a ICON2 0 Note gt we Jacob Create KCHRI Create gt 2 Matthias gt gs Michal_2 gt os MichalTEST a MR1 a MR ICON site How to Use Telematics 124 Description e Select the newly created Unit from the list e To pair the field controller and the created Web Unit tap and slide the key at Device Paired to Yes e Inthe appearing Device Pairing window enter the pairing code displayed on the controller e Tap Pair telematics ICC Prohie b amp Anastasios cc65 d anastasios 1165 lt n Test_4Manual d check d CONTROL 123 gt amp GPSOEV A Grubdensnngen 325836 gt d HBG ga No Position Available gt amp HYD om eae Device Pairing amp ICON20 di KCHRI ne gt amp Matthias gt amp Michal_2 gt amp MichaiTEST da MRi amp mMR2 gt dh proj junk gt amp shyam Device type ICON field gt shyam_1165 d amp squish do not delete dh Test_Manual History E Test_4Manusl Date Event dh Wolfgang Contr 2014 04 30 10 35 02 Crested und in account IOI gt HL testemptyproject 6 On the controller e The pairing screen should have been replaced by a confirmation that the pairing was successful The device is now paired registered on the web page and ready to connect e Tap OK to confirm the information e The Telematics Settings screen is displayed Ensure to set Auto Connect Allow Tracking and Allow Remote a
2. General description p2 I j I j j t I I I I I I U PO Station sought P1 Known points with prism D L 007082_001 Given e Control points are active within the current job Refer to Importing data to the project step by step e At least three control points with prism available on site Prism type and prism height set for each of these control points using Point List functionality Instrument positioned anywhere on site gt Setup Pilot can only be used with a ICON robot 60 Total Station and the according license setup using Setup Step Description Pilot step by step When using Setup Pilot it s not necessary to select points on the screen but simply measure three control points in the field The position of the station is automatically calculated l Select Setup e from the Home Menu Select Setup Pilot Level instru ment then tap the next Wizard step je to proceed eS ys ES i 1 500 Level Instrument Proj Site C Job Road Applications Draw Roading Checks Ik Setup Calculator A Da CTI MC Calibration Compensator 61 iCON site How to Setup a Total Station Description 2 Enter Station Name and Instrument Height The Create Ctrl Station Point tick box allows to define the station as control station point In that case It s also possible to assign a code to that station point
3. The following is a step by step guide to using some of the key functions in Slopes a single line as reference together with a regular slope definition Afterwards the Daylight line can be marked and a batter board built up starting at that location 006794_001 g Reference offset h a Reference line h Horizontal design value b Horizontal offset i Vertical design value c Vertical offset J Cut Fill value d Reference slope k dHix value horizontal distance to the e Sloped reference plane design slope f Reference height offset v I Elevation angle Given e Instrument is connected and setup with known station and height ICON site How to Handle Slopes 110 gt Note that main workflow refers to Total Station For GPS press Measure to record a point ce ICON site requires an additional license to use this application MON CO Handle Step Description slopes step by step A Select Slopes from the Home Menu Select the reference element If needed set a horizontal and or vertical offset Now define the inclination of the slope Inclination can be V H H V or Elev Angle depending on the current active setting for slope display Define the direction and on which side of the reference element the slope will be Once the slope is defined tap to accept EGC E E 1 500 AEn A ES E 0 000 PRIDE ES E 0 000 Proj Site C Job Road Select a point a line or an arc for the slope Defi
4. Leica ICON site How to Guide aemm a ae a m aaa nates e a e Atal am a aaa hea omens eth a e araa ahead ana a a nate e a a a a a a a a a eae a a e a aaa a tet ap ian ed we EE TAS E Ee O OLE 6 EE SOT WCE a TEE MELAD ETE O ENS 14m D intelligent COMstruction A Version 2 0 English when it has to be right etca Geosystems Introduction Purchase Symbols Trademarks Validity of this manual Available documen tation m world Leica Geosystems Congratulations on the purchase of a Leica ICON site software The symbols used in this manual have the following meanings Type Description Com Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner e Windows is a registered trademark of Microsoft Corporation in the United States and other countries All other trademarks are the property of their respective owners This manual applies to the Leica iCON site software Name Description Format Leica ICON site This guide is intended to introduce you to the ICON How to Guide site software and explain how it connects and oper ates with other Leica Construction products Included are detailed descriptions of special settings and func tions Refer to the following resources for all Leica iCON site documentation soft ware e the Leica USB documentation card e https myworld leica ge
5. S Ensure the controller is placed on a stable surface turned off and the power cable disconnected L Turn the controller upside down 2 Loosen the screws of the back cover with the screwdriver end of the pen stylus or a Phillips screwdriver 3 Remove the back cover 4 Push the cover of the card slot to the OPEN position then flip the cover up Firmly slide the SIM card into its slot as illustrated Place the cover of the card Slot back into position CE Ensure the cover of the card slot is in the LOCK position again 6 Assemble everything again in reverse order To remove the SIM card follow the instruction above but carefully slide the SIM card out of its slot 4 ICON site How to Use Telematics 121 17 3 Operation Telematics setup To use the Telematics functionality perform following setup works in the given order ete paste Step Description Establish an Internet connection on the controller e using a LAN cable or e using a wireless local area network connection WLAN WIFi or e using a 3G modem The Internet connection on the controller must be set up from Windows not from ICON site CS WLAN WIFi connection cannot be used when a sensor Is already connected with WLAN To establish an Internet connection using a 3G modem on the CC61 CC65 CC66 controller follow these steps gt Refer to 17 2 Installing a SIM Card for information about SIM card Installation e On th
6. iCON site How to Create a New Coordinate System 67 Description 2 Tap M in the Map screen to view Residuals for each measured point Inaccurate measurements can be removed Heights can be turned On and Off For a Small Area the scale can also be set locked to 1 000 Tap Map to return to the Map screen Tap to save changes and create the Coor dinate System SD 96 200 42 2 00 A 8 Select and measure next Select deselect point to be used in calculation point or press accept Point ID Plane Height Residuals Residuals Point ID 5001 5006 Point ID 5002 A A y f a oy O e 5002 5001 A A Set scale to 1 0 mrn Measure Use Heights On CE __ It ts possible to cancel and store an unfinished localisation In this case the unfinished localisation can be resumed the next time the GPS coordinate system application is started 6 2 How To Define a Control Line using GPS GPS General description Pl Start point P2 Direction point a Control line 006791001 sought Given e Instrument is setup with a Rover profile and has a Fixed position Refer to 1 5 2 GPS Profile Setup ICON site How to Create a New Coordinate System 68 How to define a control line using GPS step by step ICON site How to Create a New Coordinate System Description Select Coordinate System EA from the Home Menu then from the GPS coordinate system Menu select Control Line Pos
7. E _ n Excavators Dual Boom Be WheelLoaders Calibration results Telematics 2 Always adhere to the instructions in the display CE Take care to use correct settings for Prism Type and Prism Height Aim telescope to target point then press Measure then Store Select the next point Aim telescope to target point then press Measure then Store Repeat until all points have been measured successfully To remeasure points tap the relevant point then Measure and Store EL I a 0 000 Be sR eae E STR 0 000 Lau Start calibration with machine rotated as in The calibration is finished it is possible to picture The bucket should be kept in the air in a way the machine does not sway Measure 1 Select a point remeasure points e ay ICON site How to Use Machine Calibration 115 Description 3 When all points have been measured successfully the Machine calibration results screen is displayed The 2D results are displayed first followed by the 3D results Tap to accept In the next step give the results file a name and tap to save The results can be accessed again using MC Calibration Dy gt Calibration results TTY Alternatively the saving process can be cancelled and points be remeasured After successfully measuring points again execute a recalculation using Calculate from the Toolbox The new results will be displayed Machine calibra
8. Export Reports Settings n ft a T j dan UO Units Devices Telematics TE L amp Draw MC Calibration The applications used in each display format have the same functionality This manual shows images from the 3 5 portrait display Reference will be made to the 3 5 or 7 Landscape display format if there are small differences in appearance or functionality iCON site Operating Principles 6 1 2 Navigation Concept Startup amp Login 1 iCON site software starts automatically after E Ax GH 17 30 the device is switched on 2 In case the iCON site software was exited you 3 haia can re enter by selecting ICON from the Start D ne menu within Windows E Compass 3 If you logged out after the previous session Og SEEEN Login screens opens Select appropriate User and enter Password Tap to confirm If you didn t logout at the end of your last use then ICON site Home Menu opens directly User Administrator gt Password iCON site Operating Principles 7 Principles of opera tion Logout Shutdown ICON site Operating Principles Upon launching ICON site and logging in Home Menu is the first screen to be displayed Description of the Home Menu elements Proj Site C f Job Road a Status bar b Title bar e aa m f nT c Applications container r UES d Data container ee ee eer S e Settings container 006803_en_001 f Power key Element Descri
9. View Modes Ea i Orientation Ay k n Io Config d Irgi to oO Automatic Viewing Centering Options A p de r a s 7 ee a p peeearel Store Point ID Measure Store Point ID ay Map view Arrow view ce To select a different point to be staked in the Arrow view and Bullseye view just tap anywhere in the Map Both Map and Arrow view are automatically changing to a Bullseye view if the target is within 2 m distance to the selected point ICON site How to Stake Out 90 Configuring the Access View Modes in the Map handler and tap Orientation Config to define the view Orientation direc direction of the Arrow view and the Bullseye view tion iP x gd Ea 3 0 000 x 64 873 Automatic Tes Centering ints gt This is for TPS For GPS there are the additional methods Sun and North instead of TPS Measure Store Point ID h gt The current active Orientation is highlighted in blue Overview of the available orientation methods Description only Aligns the view along the line of sight from pole to Total Station Aligns the view from pole to another point of the map That point needs to be selected during configuration to this method Aligns the view from pole to the last staked and stored point eX only Aligns the view from pole to North direction of the coordinate system L only Aligns the view from po
10. for information about configuring Favourites It also contains a calculator and a link to Setup iCON site Operating Principles 9 Status bar gt Depending on the specific application being used slightly different function ality is present Aspects of the Map screen appear different in different appli cations C Ifyou select the Home key FEJ whilst in an application the Home Menu is displayed The Title bar contains a Back key with an option of navigating directly back to the previous application for example Measure ES 1 50 Proj Site C TETE Applications AZA i i A Status bar displays the status of the controller the status of the connected instru ment pole and prism information and information about the current application It consists of three keys i D a a Application key oA Es eK 0 000 b Status 1 006800_001 c Status 2 Key Description Application key Displays key information about the current job project and application An additional icon displays the current status of Telematics as well Once tapped the Application key allows to access the Station information details by tapping Station Info as well as the Telematics Information details by tapping the current Telematics status icon Status 1 Instrument status Displays battery and memory status Define Measure Mode Define instrument settings for example Laser Pointer Guide Light Status 2 Pole and contr
11. gt Connection Settings gt Telematics Webpage i ae Device WLAN BA a Internet Connected ia 74 d a yobs eee Connection Fast Telematics Connected Telematics ICON site How to Use Telematics 126 Telematics settings 5 from the Home Menu Select Telematics f Tap Settings e Set Auto Connect to On to automatically connect the controller to the ICON tele matics web page after every startup or login of ICON site e To allow to send the position of the paired controller to the ICON telematics web page set Allow Tracking to On e Set Allow Remote to View to allow a remote user to connect and view the ICON site software on the controller Control to allow a remote user to connect and control the ICON site software on the controller No to block any remote user from connecting to the controller Tap to accept gt Tap Telematics Webpage to automatically open the iCON telematics web page in a web browser Proj Site C Job Road ro Telematics Settings Device Pairing Connect Disconnect gt Host icontelematics com Measure Stakeot S Settings gt othe E Telematics Webpage Paired Device Cu amp Fil Roading Auto Connect Allow Tracking Allow Remote Control Settings m tt Shh aon a on P Units Devices Telematics JE BO gt Ifthe settings for Allow Remote have been changed Telematics will automat ically reconnect to the paire
12. gt b Build 2 gt Default gt c a Select job DE este d c Create new job 006807_en_001 d Delete job Key Process Select job Selected job is automatically activated Edit job be activated Previously made settings can be edited and saved Data can Create new job Create new Job Wizard Available data can be activated here Delete job Delete jobs S Displaying Data iCON site Projects Jobs Data and Settings Imported data can also be activated using Map view manager refer to 2 3 37 2 2 User Profiles User profiles It is possible to create multiple users on the same device Tap System in the Home Menu Select Users Administrator gt a Foreman gt Joe gt b a Edit user C b Create new user 006808_en_001 c Delete user Key Process Previously made settings can be edited and saved Create new user Create new user Wizard gt New users can only be created by a user with administrative rights Delete user Delete screen opens When creating a new user the level of access can be defined Permissions of the three user levels are as follows e Administrator Complete functionality of the software Can access all applications and edit all data and settings e Advanced Key functionality of software Can access all applications and edit majority of data and settings e Basic Basic functionality of software Can access major applications and create del
13. Before installing any firmware updates tap System and then Active Licences to check the maintenance status Ask your agency or your Leica Geosystems representative for Information about maintenance renewal c ICON site will conduct a maintenance check before any update installation ICON site Operating Principles 19 1 1 5 1 Create an instru ment profile step by step Setting up Communications and Connecting Instruments Create an Instrument Profile In order to connect the controller to an instrument an instrument profile must be created Step Description ie iol Press Devices i in the Home Menu Tap to create a new profile fe A Proj Site C Job Road Measure Stakeout Setti e weet System Units Devices Telematics 2 Select the Model and enter a Profile Name Tap RZ New Profile C ee Model iCON robot 50 gt Profile Name iCON robot 50 gt Fora GPS profile proceed to 1 5 2 GPS Profile Setup For a Total Station profile proceed to 1 5 3 Total Station Profile Setup ICON site Operating Principles 20 1 5 2 GPS Profile Setup GPS Define communica tion method step by step Step Description To define the Communication method between instrument and controller tap Communication within the Communication Settings container gt Ensure the GPS instrument is set accordingly nia ICON gps 60 Communication gt Start profile
14. Measure bar Information about Favourites menu configu ration for information about configuring Favour ites iCON site Operating Principles 14 Wizards A number of Wizards facilitate common works Each Wizard leads you through a series of steps where settings and statuses can be changed Ge I 12 gt 1 500 i i gt As an example the New Project Wizard is displayed Description First Section Operator Administrator Created 20 02 2014 7 Geo Scale Factor 1 000000 a Current Wizard step a b Next Wizard step c Wizard step content j d Cancel and exit p maas ll e Reset to default settings T f Accept changes and exit Element Description Current Wizard step Shows title of Wizard step that is currently displayed Next Wizard step Move to next Wizard step by tapping this key It is only possible to move to the next step once all required fields are defined in the current setup Wizard step content Settings that can be edited by tapping each individual key Cancel and exit Exits the Wizard immediately with no changes saved Reset to default Resets all changed settings back to default value settings Accept changes and Save changes and close Wizard exit Only active once all Wizard steps have been completed iCON site Operating Principles 15 1 3 Icons Description Status bar General icons Status bar Total Station sp
15. View manager Description Shows a list of points Points can then be edited created deleted but also certain properties can be edited for points the same value can be applied to multiple points Allows you to make a Point search Refer to 2 4 Point List Searching for a Point for more information Turn Automatic Centering of the measured posi tion On or Off Toggle between Map view and Arrow view in the main map area Use Orientation Config to define the view direction of the Arrow view and the Bullseye view Use Viewing Options to configure which attributes are shown for each point in the map Allows you to configure the 7 multiview display Zoom In Smart Zoom Tap and hold to enable Smart Zoom functionality Refer to 1 6 3 Smart Zoom for more information Zoom out Zoom to full extent Map View manager e Zoom out Tap and hold to display full extent of loaded data Select which data from the active project is displayed in the Map screen Refer to Map View manager for more information gt In 7 display format the full extent of Map handler is always visible at the bottom of the screen The small tab used to show and hide the Map handler IS not present ICON site Operating Principles 13 Measure bar Function bar The Measure bar contains the main commands you will use whilst working for example Measure Store and Code It consists of between one and three keys for
16. Y 0 148 dSL ml fan j import amp Jobs Delete Settings m jift g Som 1i i R Fai rad Oslo Freeze Point ID Freeze Point ID Units Devices Telematics iCON site How to Stake Out Roads 100 12 2 Stake Out Cross Sections Fi General description AN PO Known station 006793_001 Given staked e Instrument is connected and setup with known station and height e Road model active within the current job Refer to Importing data to the project step by step P1 P Point to be gt Note that main workflow refers to Total Station For GPS press Measure to record a point Stake out cross n t D n n sections step by Step escription step L Select Roading i from the Home Menu Map screen is displayed Select the road line to stake then follow the guidance to navigate the target to the road line Proj Site C Job Road o E Measure Stakeout wm E CuaFil Roading Setting etti System Units Slopes gt Checks 4 a i s aT 5 0 a Lae Emil Devices Telematics B a a E x eae mA CIS ESE N 1 500 211 537 Y 0 148 dsL Select an element to stakeout Store Freeze Be PU 1 500 0 335 5 304 Point ID ICON site How to Stake Out Roads 101 Description 2 Once a measurement is available select Cross Section view from the Map Handler The view mode changes int
17. a selected cross slope element Define Corridor function for cross sections Define the limiting Corridor ha values of the corridor gt Cross section calculation is restrained by the defined corridor Undo previous action Delete Remove points lines ICON site How to Stake Out Roads 103 12 4 Info Panel Values PE Description Function Description Chainage Indicates the chainage of the measured point on the centreline iCh Indicates the chainage of the measured point on the selected stringline dCi Indicates the perpendicular distance from the centreline to the measured point A negative value means that the point Is to the left of the line dSL Indicates the perpendicular distance from the stringline to the measured point A negative value means that the point Is to the left of the line dHSL Indicates the height difference at the measured position to the selected stringline Negative means Delow positive above the Stringline sSip Indicates the cross section slope at the measured point Negative means sloping down from the road centreline ISIp Indicates the long slope at the measured point Negative means down sloping in the line direction Din Inner distance Indicates the distance from the measured point to the inner edge of the current element the edge closest to the centreline Dout Outer distance Indicates the distance from the measured point to the outer edge o
18. also possible to use existing points to create lines and arcs ICON site How to Measure and Record Data 74 7 3 How to Store Points Automatically EA S This feature is available when using a Robotic Total Station or GPS instrument How to store points automatically step by step Step Description L In Measure select Automatic Logging from the Toolbox In the Automatic Logging screen set Mode to On Select Distance or Time for the logging mode and define the Interval Tap to accept Press Start in the Measure bar Mode Logging By Distance Interval Meter 1 000 Control Point 7 i Start Start Line Point ID 2 As the target position moves points are automatically stored at the defined time distance interval Press Pause to temporarily stop storing points To turn off automatic logging set the mode to Off in the Automatic Logging screen Logging By Distance Interval Meter 1 000 ICON site How to Measure and Record Data 75 7 4 7 4 1 General description Applying descrip tions and point IDs to measurements step by step Descriptions Point IDs and Codes i Applying Descriptions and Point IDs to Measurements fry PO Known station 006774001 Pl Ta reget Given e Instrument is connected and setup Step Description l To enable the Point ID function tap and hold the Measure bar and Measure bar configuration CEE ne r
19. been measured successfully N 0 000 SR N 0 000 p P The calibration is finished it is possible to Measure and store the point Measure and store the point remeasure points t 5 L EAW ak SAE TL LLO 3 When all points have been measured successfully the Machine calibration results screen is displayed The 2D results are displayed first followed by the 3D results Tap to accept In the next step give the results file a name and tap to save The results can be accessed again using MC Calibration Dy gt Calibration results ry Alternatively the saving process can be cancelled and points be remeasured After successfully measuring points again execute a recalculation using Calculate from the Toolbox The new results will be displayed File Name Machine calibration results Save a ersten a WHEELLOADER Results File 2D calibration Save Machine calibration as Roll angle 0 900 WHEELLOADER txt Pitch angle 0 900 The Machine calibr ed in this folder Boom length 0 178 C Users Public cts ROAD Reports Boom angle F 320 984 Left GPS X 0 096 ie ooo ICON site How to Use Machine Calibration 117 16 How to create a report step by step How to Create a Report EA Step Description Select Reports i from the Home Menu A job selection and a list with the available Report Templates is shown Select the concerned job choose the desir
20. can be altered in Units a Select Atmosphere In the Atmosphere Settings screen set the units for Temperature and Pressure e For Temperature select between Celsius C and Fahrenheit F e For Pressure select from mbar mmHg and inHg Tap to save changes 3 hy 1 500 Proj Site C Job Road o Units amp Tolerances Atmosphere Settings Distance Temperature Celsius C Angle gt Pressure mbar Tolerances gt Atmosphere gt a el fail ip Bil a Import amp Jobs Delete Settings m ft E Sa l g BTA sain rat 3 Units Devices Telematics ICON site Projects Jobs Data and Settings 51 Sound notification 3 To configure the sound notification settings select System from the Home Menu Then select Sound In the Sound Settings screen e Switch sound on and off e Select Sound Volume level from Low Mid or High e For On Storing TPS prism lost and GPS fix lost select sound file for notification Tap to listen to the relevant demo sound e Tap to save change S E A ES si Ey Ce PES tas System Sound Sound Files Users gt Sound On No Sound Sound gt ee FWerror On Storing Beep About GCError TPS prism lost LostPrism Add Licences gt GCTimeout 5 GPS fix lost LostFix gt Active Licences gt GoodBye Initialize LostFix i I EN iCON site Projects Jobs Data and Settings 52 M
21. configure accordingly ICON site How to Measure and Record Data 79 Measuring the centre of trees or columns step by step ICON site How to Measure and Record Data Step Description L Place prism next to tree or column at the same distance as the centre as shown in the illustration before Sight prism and press Measure E N 1 500 al MAE EN 4 500 H 50 84 0 H 50 91 35214 01 N 63257 09 35214 01 N 63257 65 2 Turn instrument and sight the centre of the tree or column Press Store to store the point with the new angle E FQ 1 300 013 H 50 91 E 35213 64 N 63257 63 _ Measure Store 80 8 General description How to do checks step by step ICON site How to Do Checks How to Do Checks Checks is an application that can be used to check geometries by selecting or meas uring points and lines Results are shown in the Information bar within the application Calculated values are tie distance results angles areas and block volumes Horizontal distance sloped distance height difference slope Sum horizontal sum sloped azimuth last included angle Area and perimeter in plane and tilted Block volume plane and tilted gt Tilted area and perimeter allow also to calculate vertical geometries for example the size of a window Step Description i D Select Checks a from the Home Menu Select or measure points and lines to check geometries Current res
22. error y v v Vertical index error v y v ATR Collimation error v v v 18 2 Preparation Before determining the instrument errors the instrument has to be levelled using the electronic level The tribrach the tripod and the underground should be stable and secure from vibrations or other disturbances z The instrument should be protected from direct sunlight to avoid thermal A warming It is also recommended to avoid strong heat shimmer and air turbulence The best conditions are early in the morning or with overcast sky cS Before starting to work the instrument has to become acclimatised to the ambient temperature Approximately two minutes per C of temperature difference from storage to working environment but at least 15 min should be taken into account CE Even after adjustment of the ATR the crosshairs may not be positioned exactly on the centre of the prism after an ATR measurement has been completed This outcome is a normal effect To speed up the ATR measurement the telescope is normally not positioned exactly on the centre of the prism These small deviations ATR offsets are calculated individually for each measurement and corrected electronically This means that the horizontal and vertical angles are corrected twice first by the determined ATR errors for Hz and V and then by the individual small deviations of the current aiming ICON site Check amp Adjust 129 18 3 Combined Adj
23. of active pages which can be scrolled through by tapping on the left hand side or right hand side of the Information bar The display format and content of the Information bar can be configured according to your preferences by tapping and holding for two seconds within the Information bar area A menu is displayed where you can define the number of pages in the Information bar and the amount of content on each page Main map area The main area of the screen displays all points lines and arcs that have been i B 9 i wii measured as well as any other data that 711016 T 68 23 is loaded to the active job The map area el can be panned at all times E 31580 92 N 53641 45 l iCON site Operating Principles 12 Map handler The Map handler is available whenever the Map screen is open When not selected It appears as a Small tab When the tab is selected it is expanded to display the full extent of the Map handler consisting of five keys 006799_001 Key Point List including Point search Automatic Centring Toggle view Orientation Configuration Viewing options Configure multi view Zoom in Smart Zoom E CS M g D g Le a Point List including Point search b Automatic Centring Toggle between Map view and Arrow view Orientation Configuration Viewing options Configure the 7 multiview display c Zoom in Smart Zoom d Zoom out Zoom to full extent e Map
24. receive RTK corrections via tablet select iCG60 Modem as the RTK Device Use in the Basic Settings screen ce For Satel radios the frequencyc can be changed gt The software supports GPS L2C GPS L5 Glonass Galileo and Beidou 241200 A oO a 21200 HAS S ap 11 2 00 ITOS Basic Settings E a Radio Modem amp ANON Antenna Satellites Sensor Mode Local Rover gt Model Satelline M3 TR1 Antenna ICG60 i Use Internal Radio gt Channel 14 Antenna Height 2 00 Frequency 433 875 MHz Measurement Method Vertical gt i Signal Quality High na Advanced Settings Correction Format Leica gt R Advanced Settings N N NN S Sve A AO OD END QV Expand Advanced Settings to make additional selections where relevant Tap when step 3 is completed The following table describes the two different antenna height measuring methods Method Description Vertical The vertical height reading is the height difference between the bottom end and the top end of the pole Height Hook If setting up using a tripod the measurement required is the vertical height from the height hook to the ground Ce If setting up a Network Rover with NTRIP connection to a reference network a further three Wizard steps will be shown 11200 x4 a 112 00 TO S EE Ref Network Source Table Mountpoint Address Mode IP gt Status Ntrip not connected Mountpoint
25. to save The results can be accessed again using MC Calibration itan gt Calibration results Eoy Alternatively the saving process can be cancelled and points be remeasured After successfully measuring points again execute a recalculation using Calculate from the Toolbox The new results will be displayed Machine calibration results Save es eee EEEN TE 2D calibration Save Machine calibration as Roll length 0 110 EXCAVATOR txt Roll angle 280 040 es Folder The Machine calibr ed in this folder Pitch length 0 084 C Users Public cts ROAD Reports Pitch angle 350 597 Boom length 0 285 Boom angle F 17 369 ICON site How to Use Machine Calibration 114 15 2 Machine Calibration for Dual Boom Excavators TPS Machine calibration for dual boom exca vators step by step Step Description S Before starting the machine calibration ensure the machine is placed approx imately horizontal on a solid surface where it can not move or sway l Select MC Calibration Bn from the Home Menu Select Dual Boom Exca vators Select the start point R1 on the screen C Itis very important to work off the displayed steps in the correct order fe th G Ts ft ir 7 it 0 000 ated oc ro Machine calibration Make sure the machine is placed on a solid surface where it can not move or sway Start Applications the calibration by selecting the first point R1 Roading Checks ik
26. wizard gt Read out profile from sensor gt O e For Cable connection ensure the cable is connected The connected instrument is displayed in Search Results e For Bluetooth press the Start Search key Select the relevant instrument profile from Search Results 4 Back Select communication channel Communication Cable Mode Bluetooth D Py Bluetooth Search Devices iCR52_242874 242874 Once the instrument is connected it changes from white to blue in the search list Tap EA Sensor profile To create a GPS Profile additional settings must be defined Select from these two setup Profile Setup modes e Profile Wizard Set up most of the common config urations for Base Local Rover and Network Rover Includes optional access to additional settings It is also possible to complete a Profile Wizard before connecting to the instrument e Profile from Sensor Automatically creates a new Start profile wizard profile with the settings that are currently set on the instrument Work with the instrument can begin immediately ICON gps 60 Communication gt Read out profile from sensor r iCON site Operating Principles 21 Profile Wizard The Profile Wizard consists of three steps e Basic Settings Set Sensor Mode and RTK Device Use e Radio Modem Define Radio Modem settings and Correction Format e Antenna Satellites Define Antenna and Satellite settings CE To
27. 1 iCON site Projects Jobs Data and Settings 48 2 5 Settings Date and time To configure the date and time settings and basic settings Display display settings select System as from the Home Time 24 Hours gt Menu Then select Display Current Time 09 44 26 Date DD MM YYYY Current Date 15 05 2013 Coordinate Order EN Hp Mode Standard Element Options Description Time format 24 Hours 12 Hours Selected format will be adopted throughout the application Date format DD MM YYYY Selected format will be adopted MM DD YYYY throughout the application YYYY MM DD Coordinate Order E N H Selected format will be adopted N E H throughout the application Mode Simple Standard Defines the decimal place Precise Simple 0 12 Standard 0 123 Precise 0 1234 Selected format will be adopted throughout the application iCON site Projects Jobs Data and Settings 49 Units settings To configure the units settings for Distance and Angle m ift select Units vay from the Home Menu e Select Distance Ta For Distance select from Meter US Survey Feet Fractional US Survey Feet Decimal Feet Frac tional or Feet Decimals For Area select from m2 Hectare US ft US Acres Int ft or Int Acres For Volume select from m8 Int ft US ft or yd For Chainage select one of the predefined settings For Scale factor select between PPM and mm km p to save chang
28. 4 H 420 78 53624 45 N 31587 84 a Application key b Status 1 c Status 2 d Warning bar i e Information bar i f North indicator and scale bar h g Main map area i h Map handler Measure Store Point ID i Measure bar J j Home key k k Toolbox 006804 en 001 I Favourites Element Description Application key Displays name of current active project and active job Status 1 Displays status of connected Total Station or GPS instru ment Contains options to directly edit function status of the instrument Status 2 e For IQ displays status of target for example pole and prism information and controller For e J displays status of the communication devices radio or modem Contains options to edit relative settings Warning bar Displays any issues with the operation that may compromise usability Information bar Displays information about the current measurement North indicator and Indicates scale and orientation of display scale bar Main map area Graphically displays pre loaded data and measured data Map handler Change zoom level and view mode Define data displayed in the main map area Measure bar Displays main command keys for example Measure or Store Home key Navigates back to the Home Menu Toolbox Contains functions relevant to the open application Favourites The content of this menu can be defined according to your requirements Refer to Measure bar
29. ATR zero point optional 130 Description Aim the telescope accurately at a target at about 100 m distant The target must be positioned within 9 10 gon of the horizontal plane Start the procedure in telescope face one Press the measurement keys to measure and to continue to the next step Motorised instruments change automatically to face one Aim the telescope accurately at a target at about rte 100m 330ft distant Vertical Angie _ The target must be positioned within 9 10 gon 0 298 of the horizontal plane Note Fine aim the instrument every time before measuring gt The fine pointing has to be performed manually in both faces ICON site Check amp Adjust Tap in the wizard to get to the next page Aim the telescope accurately at a target at about 100 m distant or less if not possible The target must be positioned at least 27 30 gon above or beneath the horizontal plane Press the measurement keys to measure and to continue to the next step Motorised instruments change automatically to the other face Aim the telescope accurately at a target at about 100m 330ft distant or less if not possible Vertical Angle The target must be positioned at least 27 30 40 717 gon above or beneath the horizontal plane t2 Note Fine aim the instrument every time before measuring 1st Measurement in Face Ce The fine pointing has to be perf
30. Atmospheric correc Within a Total Station profile it is also possible to define atmospheric correction tions settings Within the Settings container tap Atmospheric Corrections Input the desired values for Temperature and Pressure Tap when finished To reset to default settings tap MO E aloe E POG ICR 2 Atmospheric Corrections For Pole gt Temperature C 12 For Machine Control Pressure mbar 1013 3 Compensator gt Sensor Utilities gt Sensor Info Sensor Calibration Atmospheric Corrections gt gt The values for Temperature and Pressure are displayed and must be entered according to the current unit settings iCON site Operating Principles 24 1 6 1 6 1 Description Set prism type step by step ICON site Operating Principles General Working Information Prism Types and Prism Heights TPS Settings for Prism Type and Prism Height ij can be found in the Status bar accessible from any applica Controller Target tion except Draw S ii 0 000 J i im ba Ga TF Move amp on i pi Search Turn to point _ s Vv Prism Type Prism Height 7 f N A mgs 7 i l Ea SY Ww Search Search Battery amp Settings Sector Memory Step Description L From within the current application tap in the Status bar and select Prism Type N 2 A sub screen opens automatically with the currently active prism type high lighted Select the prism type yo
31. Configure the Measure bar to display Point ID then tap Point ID Tap on the Point ID tick box and tap to accept Measure and store a new point This point will be recorded with the associated Point ID Point ID p ASEEN RMIT PR ME izixicivisiNiMice S SS__ SS i i S a B l Oy When a line is selected as stakeout element the associated name will follow this convention start point ID minus end point ID underscore additional number For example for a line from point ID 10 to point ID 17 it will be 10 17_1 10 17_2 and so on ICON site How to Stake Out 88 10 2 Stake Out Points fT General description PO Known station Pl Layout points a Radius 006778 001 b Offset Given e Instrument is connected and setup with known station and height e Points are active within the current job Refer to Importing data to the project step by step gt Note that main workflow refers to Total Station For GPS press Measure to record a point Stake out points step by step Step Description l O o Select Stakeout i from the Home Menu Map screen is displayed Select the point to stake then follow the guidance to navigate the target to the point BEGINS Proj Site C Job Road Turn Telescope i 5 285 od Projects Jobs s C Se i i a ak Ej Devices Telematics ICON site How to Stake Out 89 Descri
32. E 3890 21 ey N 60260 14 Input Coordinates Measure Anywhere ee ICON site How to Setup a GPS Base Station 66 6 How to Create a New Coordinate System GPS 6 1 Coordinate Systems GPS General description CS Measure points with known coordinates to create a coordinate system for use in either a Small Area lt 10 km or a Large Area TARRE Tifa I Pee ME lac ai T Tit Small Area Large Area Given e Control points are active within the current job Refer to Importing data to the project step by step e Instrument is setup with a Rover profile and has a Fixed position Refer to 1 5 2 GPS Profile Setup Create a new Coor dinate System step by step Step Description Select Coordinate System E from the Home Menu then from the GPS coordinate system Menu select Small Area or Large Area The workflow Is the same except that for Large Area a predefined coordinate system must be selected see 2nd screen The Map screen is then displayed In the Map screen select the first point then press Measure Repeat for further points 2 11 2 00 AE Select and measure first point coordi es HBG Parking East lok HBG Parking North lok HBG Parking South lok A 5005 i 5006 A HBG Pond lok 5003 5002 RT 90 0 gon 0_0 RH70 lok A n 5001 x Texas Central 4203 NAD83 lok Measure Ferran G1 oth AMMA BRITA PRON tte we v eD Control Line Height transfer
33. Proceed to the next Wizard step Select first control point and tap Start Pilot The instrument starts a PowerSearch When the calculated station is within tolerance a corresponding information is displayed Tap to accept station posi tion Select control Select control Sears eens fetes eo n Start AutoFreeStation Process Station Name 123 setup or repeat PowerSearch Instrument Height 0 000 Create Ctrl Station Point x 3 It is possible to Pause the search at any stage Tap Continue to proceed 74 0 000 Select and measure additional points for the gt Start Pilot Start Pilot When at least three points have been measured and calculated the Resid uals screen can be accessed by tapping se where Inaccurate meas urements can be removed Tap to accept ry b 1 A eO G TESE 8 0 000 Deselect backsight to exclude from calculation Point ID 1 Prism info MPR 122 0 000 m Point ID 2 lv Ax y ICON site How to Setup a Total Station 62 4 5 General description Transfer elevation to instrument placed over height benchmark step by step Transfer Elevation to Instrument Placed over Height Benchmark hi Instrument height 006788 001 PO Benchmark Given e Instrument placed over benchmark with given elevation Step Description l Select Setup ee from the Home Menu Select Over reference point Level instrumen
34. Surface with Existing Points 109 14 How to Handle Slopes 110 15 How to Use Machine Calibration 113 15 1 Machine Calibration for Single Boom Excavators 113 15 2 Machine Calibration for Dual Boom Excavators 115 15 3 Machine Calibration for Wheel Loaders 116 16 How to Create a Report 118 17 How to Use Telematics 119 17 1 General Introduction 119 17 2 Installing a SIM Card 119 17 3 Operation 122 18 Check amp Adjust 128 18 1 Overview 128 18 2 Preparation 129 18 3 Combined Adjustment I t i c and ATR 130 19 Software Licence Agreement 133 ICON site Table of Contents 5 1 Operating Principles cS This guide is intended to introduce you to the ICON site software and explain how it connects and operates with other Leica Construction products It can act as a quick field reference manual whilst also providing concise information relating to configu ration data transfer and the functionality contained within different field applica tions Some features are only accessible when using a specific instrument for example a Total Station In the How to sections of this manual this will be indicated with special icons for Total Station fq for a GPS instrument or fq for both instrument types 1 1 Equipment Display formats ICON site is available in different display formats depending on the equipment you are using 3 5 Portrait 3 5 Landscape Proj Site C Proj Site C ro e i JOD Road l R e
35. aining material or download training material on your products Keep up to date with the latest News on your products and register for Semi nars or Courses in your country myTrustedSer Offers increased productivity while at the same time providing vices maximum security e myExchange With myExchange you can exchange any files objects from your computer to any of your Leica Exchange Contacts e mySecurity If your instrument Is ever stolen a locking mechanism is available to ensure that the instrument is disabled and can no longer be used ICON site Introduction 3 Table of Contents In this manual Chapter Page 1 Operating Principles 6 1 1 Equipment 6 1 2 Navigation Concept 7 1 3 Icons 16 1 4 System Overview 19 1 5 Setting up Communications and Connecting Instruments 20 1 5 1 Create an Instrument Profile 20 1 5 2 GPS Profile Setup 21 1 5 3 Total Station Profile Setup 23 1 6 General Working Information 25 1 6 1 Prism Types and Prism Heights 25 1 6 2 Automatic Search 27 1 6 3 Smart Zoom 28 1 6 4 Viewing Options 28 1 6 5 Geometric Scale Factor 31 2 Projects Jobs Data and Settings 32 2 1 Projects and Jobs 32 2 2 User Profiles 38 2 3 Displaying Data 39 2 4 Point List Searching for a Point 4l 2 5 Settings 49 3 Applications 54 G How to Setup a Total Station 56 4 1 Setup Anywhere with Given Coordinates 56 4 2 Setup over One Known Point with Second Known Point 58 4 3 Set Station Ori
36. ample Height e Tap File List to return to the selection of files Ga i A f 4 File List Point List p mp Prism Ty PointID Height v Code La gt 196 1 500 Reflect 012 0 001 002 0 627 1 245 195 1 500 Reflect 011 0 053 d 003 0 193 0 302 194 1 500 Reflect 014 0 069 010 0 529 4 288 193 1 500 Reflect 015 0 128 011 2 161 3 629 192 1 500 Reflect d 003 0 277 StakeOut 012 1 441 0 910 191 1 500 Reflect 016 0 301 014 0 013 0 151 190 1 500 Reflect 196 0 450 015 0 141 1 786 030 0 591 189 1 500 Reflect To change the order of the columns tap and hold one of the column headers for example Northing In the Point List Configuration screen select the Block you want to change the order for for example Code Layer In the Columns Configuration screen select the value you want to replace for example Code Layer and the new value to use Tap to confirm the settings Ga E 5 ICON site Projects Jobs Data and Settings i amp ES 43 1 500 Point List Configuration amp Esl 43 1 500 Columns Configuration Point ID a Northing Easting 001 0 127 1 245 Northing Easting CodelLayer Code Layer a 002 0 627 1 245 Height Code Layer gt Possible Configuration S Se m n nme o o OL Ca Position 42 Description 4 If more than one page is a
37. arch Pilot tap outside the control in the Map screen 18 1 4 System Overview Instruments and connectivity Data storage connectivity of controller Firmware updates ICON site is pre configured to be compatible with following Leica Total Station GPS instruments Leica Builder Leica ICON robot 50 Leica PowerTracker Leica iCON builder 60 Leica ICON robot 60 and Leica ICON gps 60 pe ere Seneca a Leica Builder Manual Total Station Cable short range Bluetooth Leica iCON robot 50 Robotic Total Station Cable WLAN short range and long range Bluetooth Leica PowerTracker Robotic Total Station Cable WLAN short range and long range Bluetooth Leica iCON builder 60 Manual Total Station Cable short range Bluetooth Leica iCON robot 60 Robotic Total Station Cable short range and long range Bluetooth Leica iCON gps 60 GPS antenna and Cable short range Bluetooth receiver gt WLAN is available for iCON site Plus only ce For further information on the specific instrument please refer to the associ ated manual provided with the product Both the 3 5 and 7 controllers can record and store data internally Data can be transferred to an Office PC using a USB connection Device Internal storage 3 5 8 GB flash drive 7 128 GB hard drive c For further information on the specific instrument please refer to the associ ated manual provided with the product
38. ated in the instrument configuration every angle measured in the daily work is corrected automatically The following instrument parts can be adjusted mechanically e Circular level on instrument and tribrach e Optical plummet option on tribrach e Allen screws on tripod To get precise measurements in the daily work it is important e To check and adjust the instrument from time to time e To take high precision measurements during the check and adjust procedures e To measure targets in two faces Some of the instrument errors are eliminated by averaging the angles from both faces During the manufacturing process the instrument errors are carefully determined and set to zero AS mentioned above these errors can change and it Is highly recom mended to redetermine them in the following situations e Before the first use e Before every high precision survey e After rough or long transportation e After long working periods e After long storage periods e If the temperature difference between current environment and the temperature at the last calibration is more than 20 C ICON site Check amp Adjust 128 Summary of errors to be adjusted elec tronically Instrument error Effects Effects Elimination Automatically Hz V with two face corrected with measurement proper adjustment c Line of sight error v y v a Tilting axis error v y v Compensator index error v v y t Compensator index
39. box gt Radial method means the first point selected or measured is always kept and is always the first point for the next tie distance To switch back to the polygonal calculation method select Polygonal from the Toolbox ce When switching between radial and polygonal method the current result is adapted immediately E T 3 000 T 3 000 19 gt 23 19 gt 18 10 000 81 696 11 402 A 18 ee Checks Q ag SPS amy Y o Radial Delete eae Biod Start Point ID Clear Start Point ID Clear For calculating block volumes select Block Volume from the Toolbox Enter the needed height value then tap QRZ Now select or measure points and lines As soon as an area can be calculated the block volume is also calculated and the result displayed in the Information bar if configured accordingly C It is also possible to select or measure points and lines first and then select Block Volume from the Toolbox BA m y t 3 000 Select or measure points and lines to check i Gz 120 111 geometries Checks agp EO AA o gt R 2 lt a Radial Dekte Undo ee The Delete and Undo functions are also available in the Toolbox iCON site How to Do Checks 82 9 How to Sketch a Plan General description Draw is an application that can be used without a connected instrument Layout plans consisting of points lines and arcs can be created and these plans can then be used in ano
40. ccording to the intended use gt Refer to Telematics settings for more information e Tap to accept Settings Host icontelematics com Pairing done Paring Device Paired The device was successfully paired to the Telematics server z Settings a Auto Connect On Allow Tracking On Allow Remote Control ICON site How to Use Telematics 125 Connect Disconnect Description 7 On the controller connect to Telematics e Tap Connect Disconnect e Tap Start e After a successful connection a to accept Telematics Connection Connect Disconnect gt Connection Connection sop Settings Telematics Webpage Device WLAN Device WLAN Internet Connected Internet Connected Connection 6 Connection Fast Telematics Not connected Telematics Connected Ce The device Is connected to the iCON telematics web page now and ready for View Sync and Track ES Sync which provides file transfer to from the iCON telematics web page is done using the normal Import and Export functions in ICON site Once connected to the ICON telematics web page there will be a Telematics Server entry in the list of Sources Targets Select Telematics from the Home Menu Tap Connect Disconnect To connect the paired controller to the iCON telematics web page tap Start To disconnect when connected tap ak Mi to Proj Site C Job Road O Telematics Connection Connect Disconnect
41. ces Telematics 2 Once the target Is within tolerance it changes colour to green Press Store Mark the staked position in the field This process can repeat along the same line To stake another line tap the preferred line and continue the process fy 008 gt 010 A 008 gt 010 A 0 241 7 0 241 7 p asso 8 om Measure Store Point ID Measure Store Point ID gt __ Define Measure Mode in the Status 1 menu a gt GPS and Robotic Total Station approach As the target moves around real time measurement data and guidance information is constantly displayed in the Information bar Once the point in the screen turns green the point is staked within tolerance To record points using the Total Station press Store If using GPS press Measure ICON site How to Stake Out 94 10 5 General Stake Out Toolbox Functions PE BeScmpron Function Description Insert a point into the map by entering the required coor dinates This point can then be staked The new point can also be defined as Control Point New Point Edit Point After selecting a point from the map permitted values can be edited Undo previous action Remove points lines arcs Create Arc Tap points to create an arc to be staked Create Line Tap points to create a line to be staked Tap points to create a line between these points Reference Stake points with reference to a line Flip Switch the star
42. d by tapping Details Select from Data Coordinate Systems Code Lists Projects E aae F110 1 500 ts EDS i Proj Site B s za O O esos Applications Data FA Content Data Roading Check Draw al Coordinate Systems ers H Reference Models Code Lists Calibration Setup Calculator 5837_1 gsi HBG KIOSK_POND AREA TRM Export Reports HBG P East Control geo Settings A pall g he HRA P Narth Anntral nen hod wr Llafe t System Units Devices Telematcs The relevant content available to be exported is then displayed in the screen Tap each individual list item to select then tap BEA it is possible to select multiple list items In the following screen define the destination of the exported content in Target Select the file format to export then tap EA The content is exported as specified i D Es Y 1 500 i f E BST Export ite 8 Export Data Content Projects To Internal Memory To Internal Memory Le All Formats Projects GEO GEO Default GSI GSI SETUP CSV CSV Site C PLM PLM iCON site Projects Jobs Data and Settings 40 2 4 Point List Searching for a Point File List and Point List Select Point List from the Map handler This function is available in every application that requires the user to select a point from the map With this helpful tool it is possible to e edit create or delete points in every application e edit po
43. d computer after tapping VY ce Depending on the settings different status icons are displayed Refer to Status bar ICON telematics icons for more information gt Refer to the Help function available on www icontelematics com for informa tion about using the different functions on the iCON telematics web page ICON site How to Use Telematics 127 18 18 1 Check amp Adjust Overview Description Electronic adjust ment Mechanical adjust ment Precise measure ments Leica Geosystems Instruments are manufactured assembled and adjusted to the best possible quality Quick temperature changes shock or stress can cause deviations and decrease the instrument accuracy It is therefore recommended to check and adjust the instrument from time to time This check and adjust can be done in the field by running through specific measurement procedures The procedures are guided and must be followed carefully and precisely as described in the following chapters Some other instrument errors and mechanical parts can be adjusted mechanically The following instrument errors can be checked and adjusted electronically I t Compensator longitudinal and transversal index errors i Vertical index error related to the standing axis C Horizontal collimation error also called line of sight error a Tilting axis error ATR ATR zero point error for Hz and V option If the compensator and the horizontal corrections are activ
44. default ll 2 ee er er The available report formats are TXT CSV PDF and HTML ICON site How to Create a Report 118 17 17 1 How to Use Telematics General Introduction Description 17 2 With a connection between the CC60 CC61 CC65 CC66 controller and the iCON telem atics web page Telematics offers e View Enables a remote user to access the controller to view or control iCON site e Sync To exchange data between the controller and a remote web page e Track Enables a remote user to track the current position of the sensor gt To use this functionality an account is needed for the ICON telematics web page The license Is handled on the controller Ask your agency or your Leica Geosystems representative for information about licensing and how to get an account gt An Internet connection on the controller is needed either using a LAN cable a wireless local area network connection WLAN WIiFi or a 3G modem Refer to 17 2 Installing a SIM Card for information about SIM card installation in the CC61 CC65 CC66 controller to use the 3G modem for Internet connection Installing a SIM Card e Keep the card dry e Use it only within the specified temperature range e Do not bend the card e Protect the card from direct impacts Failure to follow these instructions could result in data loss and or permanent damage to the card Always ground yourself to remove any static charge before touchi
45. dialog open and Device Not paired enter the following pairing code Cu amp Fil Roading Checks 7BH3G6 Auto Connect off on the iCON telematics website import amp j Cancel ih Allow Tracking Off Allow Remote No gt a TA Sto Devices Telematics ICON site How to Use Telematics 123 Description Ja On the remote computer e Start a web browser Google Chrome is recommended for best perfor mance e Go to the iCON telematics web page www icontelematics com e Use your User name and Password to login gt To use this functionality an account is needed for the ICON telematics web page The license is handled on the controller Ask your agency or your Leica Geosystems representative for information about licensing and how to get an account e Now create a new Unit Tap the icon and select UNIT Select the Project that the Unit should be assigned to Set Vehicle type to Controller and Type of equipment to iCON field Enter a Name for the Unit Different Unit properties can optionally be entered to easily identify the unit Tap Create to create a Unit with the current settings When successful a confirmation ts displayed telematics ICC CERE ld PROJECT gt w amp Anastasios cc65 es anastasios1165 Project Test_Manual v gt amp BFIL ge check Vehicle type Controller v ge CONTROL 123 Type of equipment iCON field v gt ga GPSDEV Name Test_4Manual es Grubbensringen
46. e E7 Tap to freeze the current perspective view and enable panning C Tap the North indicator to set the view back to the standard Map view iCON site Operating Principles 1 6 5 Geometric Scale Factor Description The geometric scale factor is used to correct distances for the distortion introduced by the use of map projec tion The geometric scale factor can only be set when creating a new project Input the desired value at Geo Scale Factor The scale factor is displayed in the Units set New Project Name ProjectA Description GeoScale Operator Administrator Created 13 05 2014 i Units T Geometric Scale Factor PPM 0 999996 The entered scale factor value affects only all Total Station measurements GPS measurements are not affected gt An additional icon factor is applied to a project Explanation 007115_001 Relation of ground distance to grid distance S is displayed in the Status Bar when a geometric scale P1 P2 Known points dl d2 d3 Ground distance Ellipsoid distance Grid distance Sea level Elevation 1000 m Height Scale factor Map Projection Scale factor Combined Scale factor e Scale to central meridian and distance from central meridian defines the Map Projection Scale factor while the height above reference defines the Height Scale factor e Both the map projection and height scale factors define the PPM scale factor ICON si
47. e CC61 controller Go to the Start menu within Windows and start the OneClick Internet application e On the CC65 CC66 controller Go to the Start menu within Windows and Start the AirCard Watcher application e In the OneClick Internet or AirCard Watcher application tap Connect After setting up the connection with OneClick Internet or AirCard Watcher a restart of the controller might be necessary depending on the network provider gt Ensure a correct Internet connection by checking the wireless connections icon in the Windows task bar Start iCON site on the controller In case the ICON site software was exited you can re enter by selecting ICON from the Start menu within Windows If you logged out after the previous session login Pair the controller to the iCON telematics web page gt This is only necessary for the first time the controller is connected to the ICON telematics web page For the first time connection continue with 4 to 6 otherwise proceed to 7 ICON site How to Use Telematics 122 Description 4 On the controller e Select Telematics from the Home Menu e Tap Settings Set Host to icontelematics com Tap Start to start the pairing process e An information screen is displayed showing the pairing code Be sure to leave this screen open Proj Site C Job Road Setings Applications S ay Host icontelematics com Measure Stakeout Slopes oa A sth EE 2P Please leave this
48. e bar Tap relevant points on screen or measure additional points Finish break line creation by tapping Stop Breaklines in the Measure Dar Tap End Surface in the Toolbox to save the changed surface z Ti 2 000 4 B Volumes LW a vA aii HD w KS Cancel Creale Create Break Lines e amp Y So Pr a gt E4 s aL i C Window Shift Point Delete Window wil les Start Break Li Breaklines Ce Break lines are displayed as bold light green lines while boundary lines are bold orange ICON site How to Handle Volumes 106 Description 4 Once the surface is defined select Calculate Volume from the Toolbox Select Stockpile and tap to accept The Volume Calculation Wizard begins Step 1 of the wizard displays the volume of the selected surface along with measurement data In Step 2 calculate the new volume based on a percentage Shrink or Swell of the selected surface In Step 3 the calculation can be saved 2 13 2 00 24 13 2 00 Calculation Swell factor Stockpile Volume m V4 O Shrink O Swell Highest elevation m 3 500 Lowest elevation m 0 000 Balanced site elev m 0 955 13 2 AA General description ig Create Break Unes i x Delete 006784 001 h Elevation Given e Surface file available in active job It can be either previously created in the Volumes application refer to 13 1 Meas
49. e to On Off Select Logging Distance or Time for the logging mode and define the Interval Reference i Stake out with reference to a line which is defined by tapping elements on the screen Line and Offset values are displayed in the Information bar These values are derived from the North and East values of the line The height value is derived from the height of the Terrain Model Fix Heading A cross section can be defined perpendicular to the current heading based on the walking path To fix the calculation of cross sections based on the last heading tap Fix Heading Vertically offset the whole Terrain Model Cut Fill values in the Information bar are altered according to the offset applied Stake Eleva z Stake out with reference to a height which is defined tion a e by selecting an existing point e by entering the height directly or e or by selecting an area The reference height is auto matically calculated to the balanced height of the area Cut Fill values in the Information bar are altered according to the reference height applied Flip Switch the start point and end point of the active line K Available in the Tool bar Chainage Ka Activates the use of chainages 10 iCON site How to Stake Out Surfaces 98 12 How to Stake Out Roads AA 12 1 Stake Out Road Lines EA General description gt The Roading application is used to place marks in the field along predeter mined r
50. e to Point Surface to Surface i z volume according to the height value of a specific point gt Select Surface to Surface as a volume calculation method to calculate the volume between two separate surfaces The calculated volume is based upon where the two surfaces overlap Select Surface to Point as a volume calculation method to calculate the ICON site How to Handle Volumes 108 13 3 Create a Surface with Existing Points FE General description Given e There are points available in the Project and Job which are set to visible in the map gt Note that only points with an elevation can be used for the creation of surfaces This is also valid for defining a Boundary Create a surface with existing points step by step Description Select Volumes ap from the Home Menu Select New Surface from the Toolbox Instead of measuring new points tap existing points in the map to be Included in the surface Proj Site C n Job Road dk me nN Pe wee AV SY Nei ON li we Create Breakines ce Shii Point Delete Projects New Surface System Units Devices To select several existing points at once instead of tapping each of them select Selection Window from the Toolbox Define a box by tapping two corners All points inside of this box are selected automatically S 10 200 NE O 22200 Ie S Tap on the first corner to create the selection Tap on the first co
51. ecific icons HEA Status bar GPS specific icons 0A Icons provide information related to basic instrument and controller status Displayed icons depend on which instrument is used and the instrument configuration Description Indicates connected instrument Indicates memory or data storage device type Displayed in the Battery amp Memory screen accessible through Status 1 or Status 2 Indicates battery status Description Indicates prism lock setting Indicates the selected prism Indicates prism height setting Allows to define two user settings for prism height Indicates measure mode Indicates compensator level status Indicates a geometric scale factor is applied Indicates a PowerSearch is running Description Position status Displays the current position solution fixed xRTK float navigated and no position Number of visible satellites Displays the number of satellites used in position calculation with the current satellite settings Radio status Displays the real time mode of the radio Modem status Displays the real time mode of the modem iCON site Operating Principles 16 Status bar ICON cod Icon Description telematics icons Internet connection not established Internet connection established Connected to the ICON telematics web page Uploading data to the ICON telematics web page Down
52. ect d b Import project E o e d Create new project 006806 en 001 e Delete project Key Process Select project Selected project is automatically activated Home screen opens automatically Import project Complete projects can be imported to the current device Edit project Previously made settings can be edited and saved Further data can be loaded to a project Create new project Follow the Wizard steps to load reference data road data control data coordinate systems background images and code lists To define the geometric scale factor input the desired value at Geo Scale Factor Delete project Individual projects can be deleted Users with basic administrative rights cannot create edit or delete projects Refer to 2 2 User Profiles for more information amp gt Data can also be loaded to the active project using Import amp Delete refer to Importing data to the project step by step iCON site Projects Jobs Data and Settings 34 Importing data to the project step by Description step Select Import amp Delete loaded to the active project is displayed Tap to import further data Select the type of data to import Select from Reference Data Road Data Control data Coordinate System Background Image or Code List BEOIO E 1500 OA Ea 43 1 500 SIEA r au O pensos Applications Po Reference Models Ref Dat eference Data C 5837_1 gsi Measure Stakeout Slop
53. ed To change the active code tap the Code key and select a predefined code or define a new code ES ff 1 500 324 365 i 1 500 324 365 H H 87 150 N 009 Prompt Always E To automatically recall this function for every measured stored point tap the Always Prompt checkbox Refer to Importing data to the project step by step for information about loading pre defined Code Lists iCON site How to Measure and Record Data 78 7 5 7 5 1 Description Vitek How to Shift Points FE Shift Point f It is possible to shift the position of a measured point in all three dimensions Select Shift from the Toolbox and enter the Shift values in the displayed Toolbar Tap to accept The next measured point h eee at y y af A aH SA 5 H Bere G 1 500 fal Wh 5 0 ESI Ue 1 009 H 53631 52 N 315841 24 Measure E ORO gA i 10 o amp gt 4 g Shaft Close Line Measure Arc Delete Control Point ce These shift values will not be applied to further measured points a only Shift applies offsets in relation to the current Total Station orienta tion Measuring the Centre of Trees or Columns TPS General description PO Known station Pl Target 006775001 P2 Centre po nt Given e Instrument is connected and setup e Map handler displays separate Measure and Store keys Tap and hold Measure bar to
54. ed Template and tap to accept A list with all available data according to the selected Report template is shown Select the content to be contained in the report and tap to accept as 518 sal C 1 500 k 2 Hi x A a Proj Site B vr O Reports Volume Template Road m ppications r Soure was ii we Job Road gt Volume Calculation FS cp lll Gece ae Volume2 On Volume Sample Volume Template Points All Points om Telematics Report templates need to be located in the folder My Documents Leica Geosystems iCON Config ReportsConfig Select the storing location and the desired file format Tap EEA preview is shown of what will be stored as Report file Tap RM The file is created at the chosen location Volume Template Road Surface Ports Bourdery 538 Pie Location amp File Format 3 0 366 3 304 4 ola To Internal Memory Sate P Oe 4 348 et Location Reports T SESE Nhe rae 2 3 Calo sation Reo Rs Onga Sut ace S e 7 File Format HTML E ii x J Reference Surface ez sE ge 4 nee 33 PH ta f 355 FF g e BE o y 3 3 i Total hests 23 09 VIP III PIII IIS Understanc The memory device can be the internal memory or a removable memory device The location can be either the global Reports folder or the Reports folder within a project l STR Os gt The current active job is selected by
55. ee ES 11 1 500 H 419 16 D H 419 16 31581 60 53632 04 N 31581 60 To create lines between points tap and hold the Measure bar and configure to display the Start Line function Tap to accept 1 Sos mit F nh A So gj mi ny Ig a9 71 1 500 is t Ey UU 1 900 1025 H 419 16 Measure bar configuration A cia i Store Store Store 24 gt to 20 Point ID Point ID Point ID 3a 22 14 gt Measure Store Start Line Measure Store Point ID ICON site How to Measure and Record Data 73 Description Press Start Line Measure and store points A line is drawn between the points To disable the line function tap Stop Line in the Measure bar ES E 1 500 sa 5 ES E 1 500 H 419 16 53632 04 N 31581 60 Measure point or tap on existing 22 a o 6 lt lt lt ee lt en lt t Mencure Store Start Line To create arcs from three points select Measure Arc from the Toolbox Measure and store three points When the third point is stored the arc Is created wae PA gt we ag Measure or tap start point of arc Measure Y m E OEO Ig 1 Automatic Logging Shif Measure Arc A ey 4 A Undo Delete Control Point To store points immediately after measuring configure the Measure bar to contain the Meas Rec key Define Measure Mode in the Status 1 menu Ee It is
56. eneral description gt The Stakeout application is used to place marks in the field at predetermined points These predetermined points are the points to be staked Ni N NN b S lt e h k S gt i y A A N oo lt k il Dh A Q i ih ha SS f d T k i gt h i m Nl D 5 gt PO Known station Pl Point to be 006790_001 sta ked The points to be staked can e Be uploaded as a file to a project Refer to Importing data to the project step by step for more information e Be created within the Draw application and accessed directly Refer to 9 How to Sketch a Plan This chapter explains how to stake out points lines and arcs using GPS and Total Station ce For information about staking out Surfaces refer to 11 How to Stake Out Surfaces ICON site How to Stake Out 87 Stake Out elements Stake Out elements 9 Associate Point ID to Stakeout point Pl i diy PO Station Pl Current position y w P2 P2 Point to be staked ON 4 d3 dl Stake out element aa d2 Stake out element 006776001 d3 Stake out element PO Current position Pl Point to be staked dl Stake out distance d2 Height difference between current position and point to be staked aro a Stake out direction ICON site allows to associate a Point ID to a Stakeout point Select Stakeout i from the Home Menu Map screen is displayed Select an element to stake
57. entation 60 4 4 Setup using Setup Pilot 61 4 5 Transfer Elevation to Instrument Placed over Height Benchmark 63 5 How to Setup a GPS Base Station 64 5 1 GPS Base Station Setup over Known Point 64 5 2 GPS Base Station Setup over New Point 65 6 How to Create a New Coordinate System 67 6 1 Coordinate Systems 67 6 2 How To Define a Control Line using GPS 68 6 3 How To use GPS Height Transfer 70 7 How to Measure and Record Data 72 7 1 General Information 72 7 2 Measuring and Recording Points Lines and Curves 72 7 3 How to Store Points Automatically 75 7 4 Descriptions Point IDs and Codes 76 7 4 1 Applying Descriptions and Point IDs to Measurements 76 7 4 2 Defining Code for Each Stored Point 78 7 5 How to Shift Points 79 7 5 1 Shift Point 79 7 5 2 Measuring the Centre of Trees or Columns 79 ICON site Table of Contents 4 8 How to Do Checks 81 9 How to Sketch a Plan 83 10 How to Stake Out 87 10 1 Staking Out 87 10 2 Stake Out Points 89 10 3 Stake Out Points with Reference to a Line 92 10 4 Stake Out Lines and Arcs 93 10 5 General Stake Out Toolbox Functions 95 11 How to Stake Out Surfaces 96 12 How to Stake Out Roads 99 12 1 Stake Out Road Lines 99 12 2 Stake Out Cross Sections 101 12 3 General Roading Toolbox Functions 103 12 4 Info Panel Values 104 13 How to Handle Volumes 105 13 1 Measure Volume and Make a Stockpile Calculation 105 13 2 Calculate Volumes to an Elevation 107 13 3 Create a
58. es e Select Angle For Angle select from Gon Deg Min Sec or Deg Dec For Vertical Angle the sole setting is Zenith For Slope Display select from H V V H or Elev Angle Tap to save changes ICON site Projects Jobs Data and Settings Units amp Tolerances Distance gt Angle gt Tolerances gt Atmosphere gt Distance Settings Distance Area Volume m gt Chainage 12345 678 PPM Scale factor Angle Settings Angle Gon Vertical Angle Zenith Slope Display Elev Angle 50 Tolerance settings mite Tolerance settings can be altered in Units Yr Select Tolerances In the Tolerance Settings screen define the Tolerance level Select from Low Mid or High Tap to save changes Ab mn QO Units amp Tolerances Tolerance Settings fai a Distance gt Tolerance Mid Measure Stakeout Angle Total Station TPS Setup 0 020 A E Tolerances gt cuarin Roading TPS StakeOut 0 020 Atmosphere gt GPS fa GNSS Quality 3D 0 050 Fal L A impon amp GPS StakeOut 0 050 Delete Settings HIR AT Pes Units Devices Telematics Adopted tolerance values differ according to the connected instrument and the active application Tolerance level GPS Total Station Total Station Setup Stake Out Low 0 025 m 0 005 m 0 01 m Mid 0 05m 0 02 m 0 02 m High 0 1 m 0 05 m 0 1 m Atmospheric unit mE settings Atmospheric unit settings
59. es Road Data gt Road XML xml E P Control gt Checks Site C_20120215004251 TRM Coordinate System gt Data Site C_20121216213917 TRM Back di 2 ackground Image gt a ie mE Site C_20121216214007 TRM EIRONI NN Delete Site C_20121222142416 TRM Settings WE AT das gia Site C_20121222142612 TRM Units Devices Telematics BT In the next screen define the Source to import data All data that Is available for import is displayed Tap each list item to select it for Import For certain file types an additional screen allows you to edit the import options see 2nd screen Once the required data is selected tap to import All selected data is imported and available in the active project 558 ey Col ES Ye 1 900 558 Import Reference Data Import option dialog Import Reference Data HBG outside control geo From Internal Memory N E H Code Sinna HBG P East Control geo ii D N E H l Code E s sann HBG P North Control geo HBG CHESS_COURTYARD TRM HBG P South Control geo 1 10160 00 49640 00 18 00 First Point HBG OFFICE_COURTYARD TRM Field Separator Tab gt HBG Road model geo HBG outside control geo Row skip count 0 HBG Road model trm HRA P Fast Control nen Distance Unit Meter TSS 3N Nesinn inewnrk nn text nen Specifically for Coordinate Systems To import a coordinate system that is stored locally on the controller set the Source to Internal Mem
60. ete specific jobs No other permissions gt To change the active user logout using the power key in the Home Menu then login as the relevant user gt For any user profile input the password superagent when logging in to enable administrator access rights for that profile iCON site Projects Jobs Data and Settings 38 2 3 Displaying Data Map View manager Select Map view manager from the Map handler The Map handler ts displayed in all applications All data loaded to the active project can be activated and displayed using Map View manager To select which data you would like displayed toggle the On Off key relevant to each data set n Proj ste c Reference Models 5837_1 gsi Road XML_x trings geo Site C_201 004251 TRM Off sege TSS Control Points geo Jobs Build 1 Build 2 Mofoutt Map View manager only contains data loaded to the current active project If further data is required tt must first be loaded to the active project ce _ If codes are included in the imported data file they can be accessed using a drop down arrow and individually turned On Off ICON site Projects Jobs Data and Settings 39 Exporting data step Itis possible to export content to the internal memory or to a connected storage by step device Description Select Export from the Home Menu The Export screen Is displayed Define the content to be exporte
61. example Measure Measure Store Measure Store Code You can configure the content of the keys according to how you want to work Tap and Hold on the Measure bar for two seconds to configure A config uration menu opens where different commands can be specified Avail able commands differ slightly depending on the open application ce For some tasks the Measure bar will be automatically altered to allow for the operation to be completed Once the task is finished the Measure bar will return to the user defined state Information about Favourites menu configuration e Within the Measure bar configuration screen Tap and Hold any key to add it to the Favourites menu This provides easy access to the functions you are likely to use regularly e To remove a key from Favourites open the Favourites menu and tap and hold the relevant key The Function bar contains a link to the Home Menu and all functionality relevant to the open application It also contains a calculator and in some applications it will contain a link to Setup Depending on the open application function and appearance of the Function bar differs slightly a Home key b Toolbox 006802001 c Favourites Key Description Home key A Navigates back to the Home Menu a Toolbox in Contains functions relevant to the open applica tion Favourites Contains different functions that can be defined La according your requirements Refer to
62. f the element the edge most far away from the centreline dHix Side distance to the point in the current chainage where current height intersects the theoretic road profile For example useful when building up a road Dank Layer Indicates the layer of the stringline model that will be used as a reference Offset Model Indicates the applied vertical offset value Offset Element Indicates the applied vertical offset value Slope Dist In Indicates the sloped distance from the measured point to the Inner edge of the element Slope Dist Out Indicates the sloped distance from the measured point to the outer edge of the element ICON site How to Stake Out Roads 104 13 How to Handle Volumes fi 13 1 Measure Volume and Make a Stockpile Calculation FE General description Pla Boundary point 006783001 P2a Surface point Given e Instrument is connected and setup gt Note that main workflow refers to GPS For Total Station press Measure then Store Measure volume and make a stock pile calculation step by step Select Volumes A from the Home Menu Select New Surface from the Step Description Toolbox Press Measure to record as many points as required fon Proj Site C Job Road w ito 007 H 3829 3833 E 60234 944 N 43 400 E Measure Slopes w SEA Cu Fal Roading Checks fa Fe y ji import amp Jobs Dete Shif Point ce only To setup t
63. faer p Me Measure Store Point ID CE GPS and Robotic Total Station approach As the target moves around real time measurement data and guidance information is constantly displayed in the Information bar Once the point in the screen turns green the point is staked within tolerance To record points using the Total Station press Store If using GPS press Measure 10 4 Stake Out Lines and Arcs EF General description PO Known station P1 Layout points a Radius 006781 001 b Offset Given e Instrument is connected and setup with known station and height e Points lines arcs are available in the current job Refer to Importing data to the project step by step gt Note that main workflow refers to Total Station For GPS press Measure to record a point ICON site How to Stake Out 93 Stake out lines and t D n ti arcs step by step Step Description o o Select Stakeout i from the Home Menu Define or select the line arc to Stake by tapping the relevant elements To change the direction of the line select flip from the Toolbox Once the line is defined press Measure 3 ay ES 3 4 500 fe fey y 47 6 fs fy y iJ hn ai tom b 4 tse gt ve Proj Site C Job Road Select an element to stakeout Applications Measure Stakeout mw E Cul amp Fil Roading Data BA A pail pat import amp Jobs Delete Settings mitt C SP eS Pay fo E Units Devi
64. formation Checks Select or measure points or lines to check geometries Refer to 8 How to Do Checks for more information Draw Draw and display points lines and arcs without a connected instrument Refer to 9 How to Sketch a Plan for more information Stakeout Place marks in the field at predetermined points Refer to 10 How to Stake Out for more information Cut amp Fill The heights of measured points are compared against the heights of a Terrain Model Refer to 11 How to Stake Out Surfaces for more information Roading Place marks in the field along predetermined road lines and cross sections Refer to 12 How to Stake Out Roads for more information Roading is an optional application Ask your agency or your Leica Geosystems representative for information about licensing Volumes Allows surfaces to be measured and volumes to be calculated from these surfaces Refer to 13 How to Handle Volumes for more information Slopes Allows to do checks on a defined slope to find the Daylight line or the Daylight point and to stake and mount the batter board Refer to 14 How to Handle Slopes for more information Slopes is an optional application Ask your agency or your Leica Geosystems repre sentative for information about licensing 54 MC Calibration Perform a simple and quick workflow for a Machine calibration Refer to 15 How to Use Machine Calibration for more information Telematics With a co
65. ght for the defined slope For example useful to indicate the exact size of the sloped area in the map Edit values of the defined slope including horizontal and vertical offset ICON site How to Handle Slopes 112 15 15 1 Machine calibration for single boom excavators step by step ICON site How to Use Machine Calibration How to Use Machine Calibration TPS The ICON site software offers a simple workflow for a Machine calibration All required points to be measured are shown at each individual machine type A report can be used to enter the results manually into the machine control system This helps to decrease installation time and leads to reproducible results The MC Calibration application is available for e Single Boom Excavators e Dual Boom Excavators e Wheel Loaders The different workflows are described in the following chapters Machine Calibration for Single Boom Excavators TPS Step Description ES Before starting the machine calibration ensure the machine is placed approx imately horizontal on a solid surface where it can not move or sway l Select MC Calibration En from the Home Menu Select Single Boom Excavators Select the start point R1 on the screen It is very important to work off the displayed steps in the correct order er Ti 0 000 Lah Proj Site C zee Job Road Make sure the machine is placed on a solid surface where it ca
66. ghts Prism type Default height m for CPR1 ft decimal for ft fractional poles CPR2 3 poles for CPR2 3 poles Reflectorless Tape 0 000 0 000 o MPR122 without pole 0 049 0 162 05 32 MPR122 with pole plate 0 200 1 000 10 0 or tip MPR122 with pole 2 000 6 500 61 5 MPR122 User Defined 1 0 000 0 000 aur or 2 ICON site Operating Principles 26 1 6 2 Automatic search settings step by step Automatic Search TPS Step l Description From within the current application tap in the Status bar and select Search Settings Al In the Search Settings screen define the behaviour of the Total Station after a prism loss e Define the time that the software calculates the predicted position of the prism at Predict For Within this defined time period the system auto matically searches for the prism at the calculated position If no prism is found the search at the Total Station is stopped or it continuos with the next option according to the settings in After Prediction e Additionally with After Prediction define the behaviour of the Total Station when the prism is not found at the predicted position Set Search With to No Search to start no additional prism search ATR to start an ATR search Powersearch to start a PowerSearch Cube Search to start a dynamic PowerSearch This is a search performed in a cubic area with defined dimensions around the last known positi
67. gt ore Long Short Point ID ICON site How to Sketch a Plan 84 Description 4 To distribute a number of points evenly along an arc line select Point Crea tion from the Sketching Functions menu and then from the Toolbox select Divide Line Select the line you need to divide then input the Number of Segments WM or alternatively the Interval length m Tap to confirm Save newly created points lines arcs Point Creation Tools ow Sa aN oS dy Dist Dist Dist Angie Angie Angle intersechon Sketching Functions s 5 4 5 OR Or OSI A A D yo a aa 4 SCG mate ot Cc S ss os fe Pe RAN ae i giii X Points amp Lines Arcs Offsets Line Offset Divide Line Point ID Delete ICON site How to Sketch a Plan 85 Description 5 To create offset points for the sketch select Offsets from the Sketching Functions menu Select the points required for offset then enter an Offset A e Se vu 9 001 2o 002 9 ia Sketching Functions E l g0 g IPF C ity SIO ee Fa Points amp Lines Arcs Offsets Point Creation ce Store Projection which displays two points at each corner at perpen dicular offsets can be toggled ON OFF by accessing the Toolbox Tap to accept Select more elements to offset Offsets Tools oes Store Projection Point ID Delete ICON site How to Sketch a Plan 86 10 How to Stake Out fay 10 1 Staking Out i G
68. he instrument in a second location in order to measure further points tap the Setup key P in the Navigation bar The Station Setup screen opens Refer to 4 How to Setup a Total Station for information about station setup After the station setup is complete the Volumes appli cation automatically returns and measuring can be resumed ICON site How to Handle Volumes 105 Description If a Boundary is required select Start Boundary in the Measure bar Tap rele vant points on screen to connect all boundary points Close the boundary by tapping the first boundary point again then tap Stop Boundary The Terrain model is applied to all points within the boundary Finish surface creation by tapping End Surface in the Toolbox E Fai ae 12 2 00 ES 2 E Ew amp 0011 H 3830 48 0011 H 3829 779 E 60235 009 N 43 339 E 60234 72 N 43 35 1 Sf 5 A F 17 g S4 Sf sai g A oy Create z 18 Create Break Lines S4 Bp a 9 Go Selection Window Shift Point Delete jea Stat ea Stop Boundary Boundary Ce Itis possible to activate Start Boundary before measuring boundary points After boundary points are measured press Stop Boundary All surface points can then be measured If a break line is required define that line before tapping End Surface or select the surface and then Edit Surface in the Toolbox Now tap Create Break Lines in the Toolbox then select Start Break Lines in the Measur
69. he new point Edit Point T Select a point then use this tool to edit values of the 4 point Point ID Easting Northing Height and Code Prism Type and Pole Height is available for measured points Multiple file selection is possible Tap to accept then confirm the following warning message Delete Point Either first select the point to delete and then the delete function or reversed Multiple file selection is possible Tap to accept then confirm the following warning message Start a Point Search Refer to Start a Point Search step by step for more information iCON site Projects Jobs Data and Settings 43 Clear Search Clears the results of the last Point Search and displays 79 the full content of the selected files again Stakeout List p To use the Auto Point Selection function to stake points automatically it s necessary to define the list of points using Stakeout List first Start a Point Search Description step by step Select Point List from the Map handler Select the file you want to search for points Multiple file selection is possible Tap EO to open the Point Search kevboate and start an search A mo proj SETUP 7 Proj SETUP Job Default Job Default a La Po Control Files Control Files HBG outside control geo danke B biar Default Default g oo m efau efau E 7 L wa Point Search keyboard By tapping Point List from the Ma
70. iMAX LEICA IP Address 217 193 169 30 Search Network Type i MAX gt pS Selected Mountpoint Port Number 2103 aaen Correction Format Leica gt No mountpoint available E Tee Username Advanced Settings Password gt After creating a Base profile there is an option to navigate directly to Base Station Setup Refer to 5 How to Setup a GPS Base Station for more infor mation iCON site Operating Principles 22 1 5 3 er Total Station Profile Setup Once a profile has been created connection to the instrument Is automatically established each time the software is launched This is providing that the Instrument Is turned on with the correct communication method and the rele vant instrument profile is selected in the Profiles screen To edit profile settings later tap the arrow to the right of the profile name in the Profiles screen TPS Define communica tion method step by step ICON site Operating Principles Step Description To define the Communication method between instrument and controller select For Pole within the Communication Settings container ce Ensure the Total Station is set accordingly Sl a gs For Pole For Machine Control OA D e For Cable connection ensure the cable is connected The connected instrument is displayed in Search Results e For Bluetooth press the Start Search key Select the relevant instrument profile fro
71. ing where Inaccurate measurements can be removed To finish the localisation tap OK in the Confirmation screen Then save the new Coordinate System either with the proposed name or a user defined one by tapping Sn Confirm the next information screen From now on all points measured will have the reference height applied a Tt 2 000 A s gt YE 2 000 Calculated height is 410 725 Meter Select and measure next Select deselect point to be used in calculation point or press accept Point ID Station Deviation ight ii Save Coordinate System as Point ID 1 410728 az SA 0830 Granit_LVO3LN02 new height lok 2 3 es ee Point ID 2 o o af The Coordinate Sys ed in this folder 410 720 Az 0 720 T o C Users scmat D oordinateSystems Q Point ID 3 410 726 Az 0 274 4 Measure 410 723 Az Se 1277 412 000 f Cc y lt VA P a li 2 s H When more than one point has been measured to define the local reference height a best fit solution will be applied and used as the height difference This means that the local reference height is balanced from the measured heights and the height difference equals the height of the newly measured point minus the local balanced reference height iCON site How to Create a New Coordinate System 71 7 1 How to Measure and Record Data AA General Information FE General description 7 2 Measure is an a
72. int ID code prism type and prism height of measured data e apply the same value to multiple points e define how and based on which attribute the Point List is sorted The column order E N H or N E H corresponds to the setting in Coordinate Order System gt Display gt Coordinate Order gt Attribute values are displayed in the Units and the display mode set two three or four decimals found in System gt Display gt Mode How to use Point List step by step Step Description Select Point List from the Map handler A list of available files is opened Select the files you want the Point List to be created for Multiple file selection is possible Tap to accept the selection and proceed to the Point List fe E ES 3 1 500 G A C 2m gt Proj SETUP Proj SETUP Job Default Job Default M ja Control Files Control Files HBG outside control geo HBG outside control geo a Job 3 2 g a m Default Default CH 12 1 iCON site Projects Jobs Data and Settings 41 Description The Point List for the current selection Is shown e The relevant point status is shown in the left hand column e Use B or B to display further data of the shown points gt Point status and Point ID are always displayed e Use amp or AN to change between increasing decreasing sort order e To sort the list according to another value tap the relevant header for ex
73. ition the antenna and press Measure to record the first point 2 eC N gt stia gt N A a iP ks dpi sar ots TE ae 10 2 000 s wn ers conton omen dreii B S Measure start point Localisations A 100 m Small Area Large Area Other Methods Bl g import amp Delete Settings Ge Se eee aa Mainat Control Line Height transfer Units Devices Telematics Move antenna to second point of the control line Press Measure The control line is now defined Tap to confirm aes S12 i 2 000 Je aes ae 8 Yil 2 000 JTE Control line defined Measure end point Origin and orientation will be set Accept or an E oe ac To Shift the origin of the control line press Shift Enter shift values in the Toolbar To measure a Shift press Measure Position the antenna and press Measure The origin of the control line is shifted to the new point VA to confirm the shift Tap ae 8 Yit 2 000 A SE 8 Yit 2 000 2 8 o E de a Yit 2 000 Control line defined Origin and orientation will be set Accept or Control line defined Origin and orientation will be set Accept or Enter or measure a shift Measure Measure Measure 69 6 3 How To use GPS Height Transfer GPS General description Given e Instrument is setup with a Rover profile and has a Fixed position Refer to 1 5 2 GPS Profile Setup gt Height transfer enables t
74. lated station within tolerance Select other point or accept set Select station point ICON site How to Setup a Total Station 59 4 3 Set Station Orientation TPS General description PO Station Pl Direction point 006771_001 Given e Control points are active within the current job Refer to Importing data to the project step by step e Instrument setup over a known point Set station orienta tion step by step Step Description Select Setup ee from the Home Menu Select Set Orientation Level instrument then tap the next Wizard step re to proceed ted X PE Proj Site C Job Road o Setup Device Level Instrument Coordinates A Roading Checks 2 Ik E Cometic Setup v vo Compensator On ro Set Orientation Setup Pilot Telematics nf m 2 Enter Instrument Height then proceed to the next Wizard step Select Station Point and tap the next Wizard step Aim telescope in the required direction and enter a Bearing Tap to accept ZN E YA 1 500 e G w9 G8 ye ADS Setup Instrument Set Bearing Select Point Instrument Settings 5 H Station Point Instrument Height 1 550 Selected Station 005 A i y7 A es 5 Es EI 1 9 5 g ge Aim at point and enter new bearing A A Bearing 34 500 iCON site How to Setup a Total Station 60 TPS 4 4 Setup using Setup Pilot
75. le to the direction of the sun ICON site How to Stake Out 91 10 3 Stake Out Points with Reference to a Line EH General description PO Known station Pl Measured point P2 Point to be staked a Reference line b Line 006780 001 C Offset Given e Instrument is connected and setup with known station and height e Points are active within the current job Refer to Importing data to the project step by step gt Note that main workflow refers to Total Station For GPS press Measure to record a point Stake out points with reference to a line step by step L EE Select Stakeout th from the Home Menu Select Reference from the Step Description Toolbox Define the reference line then use the Toolbar to define any offset RIE ES E 1 500 LEJ OCJ Ag Ag Proj Site C Job Road aa __ Change reference values Chainage sein Create Arc Create Line Auto Point Selection New Point Edit Point SP wy Delete Undo oe eo Usp Units Devices Telematics ICON site How to Stake Out 92 Description 2 Select a point to stake and then press Measure The difference between the measured point and the point to be staked is displayed with reference to the line that was defined Once the location is marked in the field and stored the next point can then be selected and the process can repeat ae ii Fb j 0 259 m gt 0 208
76. loading data from the ICON telematics web page Data transfer problem occurred Remote view control in progress Map screen icons Description Icon Control Point Point being staked Staked and stored within tolerance Staked and stored outside tolerance Delete point Reference Line E os Staked Line Target point position Measured within tolerance outside tolerance Or ei Oo Oi Or ICON site Operating Principles Move amp Search Pilot icons tS ICON site Operating Principles The Move amp Search Pilot is available in the Status 2 menu It is only available when connected to a Robotic Total Station It enables remote control of the vertical and horizontal rotation of the telescope on the Total Station PowerSearch an intelligent prism search method can be triggered from this control Icon Description Switch to Joystick control S PowerSearch left right Activates an intelligent prism search W H in the specified direction Activates a PowerSearch of a predefined window This window can be defined in Search Sector in Status 2 Activates a local PowerSearch If no prism is found a full H PowerSearch occurs ahh Switch to PowerSearch ATR search Instrument searches locally for a prism iE Moves instrument in specified direction Tap key again to Lae D increase speed Three speeds are available le To close the Move amp Se
77. m Search Results t 5 we Select communication channel Communication Cable Mode Bluetooth gt B Bluetooth Search Devices iCR52_242874 242874 Once the instrument Is connected it changes from white to blue in the search list Tap RR Once a profile has been created connection to the instrument is automati cally established each time the software Is launched This is providing that the instrument is turned on with the correct communication method and the relevant instrument profile is selected in the Profiles screen To edit profile settings later tap the arrow to the right of the profile name in the Profiles screen 23 Machine communication Within a Robotic Total Station profile it is also possible to define communication settings between Instrument and Machine Within the Communication Settings container tap For Machine Control From here define the Communication Mode and the Prism used on machine Tap when finished E MOO E HORI ICR 2 Machine Control Communication For Machine Control gt Compensator gt Sensor Utilities Prism Type Leica Round p gt Sensor Info gt Sensor Calibration gt Atmospheric Corrections gt To switch from Survey Mode to Machine Control Mode tap the Machine Control key Ey on the profile name in the Profiles screen A Machine mode switch screen is displayed while the switch is ongoing Tap the key en to switch back to Survey Mode
78. n not move or sway Start the calibration by selecting the first point R1 E Me ape Roading Checks Draw s Pm Ik CTI zt MC 1 one Setup Calculator kara a j CES Stand LL Excavators Single Excavators Dual Boom a a Boom 4 s a Es pau Fa mn e z WheelLoaders Calibration results 00 5 Bs Jobs impor S Se ae Delete 2 ii of CP Settings oo dS th H o Sow f tami EO 7 is hot b 113 Description gt Always adhere to the instructions in the display CE Take care to use correct settings for Prism Type and Prism Height Aim telescope to target point then press Measure then Store Select the next point Aim telescope to target point then press Measure then Store Repeat until all points have been measured successfully To remeasure points tap the relevant point then Measure and Store fh Beye E E 0 000 fey E N 0 000 uy Start calibration with machine rotated as in picture The bucket should be kept in the air in a way the machine does not sway Measure 1 The calibration is finished it is possible to remeasure points Select a point ony ew X EY ary a Lay ae Measure Store a 5 A When all points have been measured successfully the Machine calibration results screen is displayed The 2D results are displayed first followed by the 3D results Tap to accept In the next step give the results file a name and tap
79. n the Search for row and select Elevation for the search Input the desired value to accept L and tap Sea Point 0 Search For Point ID Code gt The result of this search will be a list of points whose Height is equal to the input value ICON site Projects Jobs Data and Settings 47 Elevation Range Search Having selected Elevation as the Search for option input the desired value and press the Range key A second keyboard screen appears allowing to input the End value for the Range Search Tap to accept a a gt The result of this search will be a list of points whose Heights fall within the specified range Search Results List The result of any Point Search is a list of points that fit n the search criteria An example of such a search results ome n list is shown Refer to How to use Point List step by step for more 001 0 127 1 245 information about changing the sort order viewing different values and further functions 010 0 532 4 343 011 2 251 3 810 c By selecting a point from the results list and tapping Map the map screen appears and the selected point is active ready to be used within 015 0 141 1 786 the application 016 0 344 1 518 gt In case the search output is more than 500 017 0155 12 points an information screen appears Confirm that screen to display the first 500 points on the list 012 1 468 0 905 014 0 013 0 15
80. ne the inclination of the slope Applications Measure Stakeout mw E Data veel pai fal Zaye oath Projects Jobs Delete Se ngs re ane System Units Devices Telematics er perpendicular to the slope tap Kass CE To change the direction of the slope seen from start point to end point of the selected line select Flip C To change between increasing and decreasing slope tap the corre sponding key 2 After defining the slope measurements can be started Aim telescope to target point then press Measure Once a measurement Is available calcu lated values are displayed The most important values are Cut Fill as the height difference between the measured point and the defined slope and the dHix value for the distance to the daylight line at the height of the meas ured point To change to cross section view mode select Cross Section from the Map Handler The target is shown against the current cross section of the defined slope dHix is the horizontal distance to the design slope ES E 0 000 EEE ES Ei 0 000 0 265 y 1 463 A 4 503 iCON site How to Handle Slopes 111 Toolbox functions The Toolbox contains some additional functions mo Aas Man mum Height Battered Pile Edit Slope Undo Function Description Battered Pile Allows the settings for tilted pile ramming and delivers ARK information for the Daylight point and the referenced angle Set the maximum hei
81. ng the CPU card The electronic devices are sensitive to static electricity Precautions 1 Only experienced personnel should open the mechanical housing of the tablet computer 2 Use a grounding wrist strap all the time 3 Place all the electronic components in a static dissipative surface or static shielded bag when they are not in the chassis ICON site How to Use Telematics 119 CC61 CC66 Insert and remove the SIM card step by step Vi jo jo 7083_001 Ww ct D V Description Ensure the controller is placed on a stable surface turned off and the power cable disconnected 4 Turn the controller upside down Loosen the screws of the back cover with the screwdriver end of the pen stylus or a Phillips screwdriver Remove the back cover Remove the screw from the board Carefully remove the connector Carefully slide out and lift up the board Push the cover of the card slot to the OPEN position then flip the cover up Firmly slide the SIM card into its slot as illustrated Place the cover of the card Slot back into position Ss Ensure the cover of the card slot is in the LOCK position again Assemble everything again in reverse order To remove the SIM card follow the instruction above but carefully slide the SIM card out of its slot ICON site How to Use Telematics 120 CC65 Insert and remove the SIM card step by step Step Description
82. nnection between the controller and the ICON telematics web page this tool offers aremote user to access the controller to view or control ICON site to exchange data between the controller and a remote web page aremote user to track the current position of the sensor Refer to 17 How to Use Telematics for more information To use this functionality an account is needed for the ICON telematics web page The license is handled on the controller Ask your agency or your Leica Geosystems representative for information about licensing and how to get an account ce The following chapters explain how to use the different application programs ICON site Applications 55 4 How to Setup a Total Station TPS 4 1 Setup Anywhere with Given Coordinates TPS General description i INO O O OARA Z j Po te vo A A ve N h 7 Setup anywhere with given coordi nates step by step D X a LS a ia p YN I 50 PO Station sought P1 Known points 006769_001 Given e Control points are active within the current job Refer to Importing data to the project step by step e Instrument positioned anywhere on site Description l Select Setup ee from the Home Menu Select Anywhere Level instru ment then tap the next Wizard step to proceed ZN Proj Site C Job Road w 7 i Level Instrument Draw Anywhere Over known point ESN FN v y Da Fi Compensator on Set Orientation Setu
83. o cross section The target is shown against the current cross section of the selected road model To change view mode back to map view deselect Cross Section view from the Map Handler i a 206 000 Y 206 000 3 320 dSL 3 320 dSL gt Ifa cross slope element is selected the pole icon shows the Cut Fill colours If a point is stored it is colour coded based on Cut Fill colour and tolerance settings 3 To offset an individual string line or a cross slope select Offset Element Select the element required for offset then enter an Offset value Use vertical offset for the element tap Tap to accept Ble ie I ie Le i Ee E y 206 001 Yy os 206 001 Ww dCL 3 320 dSL dCL 3 320 dSL Am Roading A N DA EZ CN a Ne Agen Create cross section Undo Active Layer Chainage Offset Model fa fi i g define comdor iCON site How to Stake Out Roads 102 12 3 General Roading Toolbox Functions PE BeScmpron Function Description Active Layer Select the active layer of the current active road line model Activates the use of changeable chainages Offset Model Offsets the whole model by entered value Create cross Create cross sections using different methods section Offsets the selected element for example cross slopes or Individual string lines by entered value in map and cross section view Fixed Slope Hold and extend the slope of
84. o simply define a local height system and consider the local height to all points measured afterwards GPS height transfer Step Description step by step l Select Coordinate System E from the Home Menu then from the GPS coordinate system Menu select Height transfer Select a coordinate system either from the project or a pre defined one Tap to accept Job Road o All coordinate systems Project coordinate systems MC Draw Calibration System Pre defined coordinate systems ee Granit LVO3LNO2 lok Base Setup Calculator Small Area Large Area Via Network lok 1 A i fal refnet LVO3LNO2 lok Proects Jobs Deote refnet LVI5LHN95 lok Settings amp ae ae refnet LV95LNO2 lok system ums Dewces Telematics one aaa am 2 Select an existing point either from the map or the Point List to get the height from or input height value directly Tap to accept the local reference height or measure further points ase ey If zo aA o el aey zoo A O T 2000 Ae Tap the Ea button when you are Calculated height is 409 898 Meter ready Select and measure next point or press accept Calculated height is 410 725 Meter Select and measure next point or press accept 2 3 o A 1 ji iT 1 T C203 o Measure Measure E E iCON site How to Create a New Coordinate System 70 Description 3 When more than two points have been measured the Residuals screen can be accessed by tapp
85. oad lines or cross sections These predetermined road lines are the lines to be staked PO Known station Pl Layout line 006792_001 d Offset The road lines to be staked can be uploaded as a file to a project Refer to Importing data to the project step by step for more information This chapter explains how to stake out road lines using GPS and Total Station Given e Instrument is connected and setup with known station and height e Road model active within the current Job Refer to Importing data to the project step by step gt Note that main workflow refers to Total Station For GPS press Measure to record a point amp gt Roading is an optional application for the Leica iCON CC60 CC61 CC65 CC66 controller Ask your agency or your Leica Geosystems representative for infor mation about licensing iCON site How to Stake Out Roads 99 Stake out road lines Select Roading H from the Home Menu Map screen is displayed Select the road line to stake then follow the guidance to navigate the target to the road line Once the line is defined press Start Once the target is within tolerance it changes colour to green Press Store Mark the staked position in the field This process can be repeated along the same line To stake another line tap the preferred line and continue the process re B a x E Hg 1 500 43 H Proj Site C o Job Road Select an element to stakeout 211 537
86. oller status Displays battery and memory status Define prism type and pole height Prism search controls are also found here Status 1 and Status 2 contain additional information functionality once tapped allowing the status of instrument and pole to be changed Status 1 Status 2 iCON robot 50 Controller Target OH O ER TY 0 000 Dry sii 0 i Move amp Pere Visibility Laser Pointer Guidelight Prism Type Prism Height Search TUM to point m Ze E ml Level amp Search Search Compensator Settings Sector The content of Status 1 and Status 2 will change depending on the function ality of the connected Total Station iCON site Operating Principles 10 Status bar fe Warning bar Status bar displays the status of the controller the connected instrument position quality information and information about the current application It consists of three keys d D C a Application key b Status 1 c Status 2 Key Description Application key Displays key information about the current job project and application An additional icon displays the current status of Telematics as well Once tapped the Application key allows to access the Telematics Information details by tapping the current Telematics status icon Status 1 ey Sonn Instrument Antenna Status Displays position and Satellite Information Status 2 Communication status Displays connection s
87. ome mee Measure Store Point ID C __ Itis possible to add Point ID and other commands to the Favourites menu in the Navigation bar by tapping and holding the specific key whilst in the Measure bar configuration screen ICON site How to Measure and Record Data 76 Description 2 Tap Point ID to edit ID for the next point Tap the Description arrow to enter a description When finished tap to accept The next stored point will take the defined Point ID Further Point IDs will follow on numerically ES if 1 500 H 324 365 CS To automatically recall this function for every measured stored point tap the Always Prompt checkbox ICON site How to Measure and Record Data 77 Defining Code for Each Stored Point LA ei 7 4 2 Defining code for each stored point BEEP step by step 2 er Description To define a code for specific points configure the Measure bar to display Code Tap and hold the Measure bar select Code from the Measure bar configuration screen and tap to accept ta Measure bar configuration es es es ce e Code Measure Store Tap Code in the Measure bar Select a predefined code from the list or define a new code in the text entry field New codes are stored in the code list Tap when finished The code key in the Measure bar displays the selected code The selected code is assigned to any points that are stor
88. on e To ban fixpoints from a PowerSearch set Target Snap to On PowerSearch will then ignore prisms with known position All prisms used for a station setup calculation and all measured control points are excluded from any PowerSearch amp gt Target Snap can only be used with a iCON robot 60 Total Station and the according license When using the Cube Search additionally define the behaviour after an unsuccessful dynamic PowerSearch e To start a search within the defined search window set Use Search Window to On e Set Final Power Search to On to start another and final PowerSearch gt Cube Search can only be used with a ICON robot 60 Total Station and the according license Controller Target Search ngs Search ngs za mA 9 000 SY y Vy W Vol Predict For 3S gt Predict For 3S gt z Move amp T EN PEAN Saarne Eo ors Cay pa fh ml Search With No Search Search With Cube Search om kti Tama gt Search Search Battery amp Settings Sector Memory After Cube Search Use Search Window Final Power Search iCON site Operating Principles 27 1 6 3 Enable Smart Zoom step by step Smart Zoom PE Step Description Tap and hold from the Map handler to enable Smart Zoom function ality The function is accessible in all applications and all map views Map turns to Smart Zoom mode turns to green al automatic centring Is turned off Tap anywhere on the map where
89. one Surfaces Surf Triangles On Surf Triangles liane Now select the information you want to be displayed Select from Id The name or Point ID of the point H The Height of the point Code The Code or layer name of the point Cut Fill The stored Cut Fill value for a staked out point None No information is displayed at the selected position If you also want to show the Cut Fill colour indicators set Surf Triangles to On Tap to accept the settings and return to the map ROE a it 0 000 95 0 375 Measure Store Point ID ix ra The settings for these viewing options are used independent from the User Project or Job Anyway it is possible to define and use different settings for the different applications The information is shown according to the current settings in the chosen distance unit and the number of decimals set iCON site Operating Principles 29 Perspective view Step Description step by step m m To When using ICON site in the 7 Landscape display format it offers a perspec tive view except for Draw To change from the standard Map view to a perspective view tap J af 0 000 Turn Telesc Py 117 460 ID Point ID 2 Now it s possible to rotate the current view three dimensional The North indicator changes accordingly as well fe Qe f E i 0 000 Turn Telesc Py 117 461 JE Store Point ID or ao
90. ormed manually in both faces 131 Description 5 Adjustment Accuracy After pressing the last in the wizard the results are shown and stored to the instrument Vertical Angle 46 343 Note Fine aim the instrument every time before measuring 6 Tap to get back to the Devices page ICON site Check amp Adjust 132 19 Software Licence Agreement Open source infor mation Software Licence Agreement This product contains software that is preinstalled on the product or that is supplied to you On a data carrier medium or that can be downloaded by you online according to prior authorisation from Leica Geosystems Such software is protected by copyright and other laws and its use Is defined and regulated by the Leica Geosystems Software Licence Agreement which covers aspects such as but not limited to Scope of the Licence Warranty Intellectual Property Rights Limitation of Liability Exclusion of other Assurances Governing Law and Place of Jurisdiction Please make sure that at any time you fully comply with the terms and conditions of the Leica Geosystems Soft ware Licence Agreement Such agreement Is provided together with all products and can also be referred to and downloaded at the Leica Geosystems home page at http www leica geosystems com swlicense or collected from your Leica Geosystems distributor You must not install or use the software unless you have read and accepted the te
91. ory and select the coordinate system from the list below To use a coordinate system transformation set that is streamed from a reference network as part of a RTCM3 or LEICA4G message set the Source to Via Network no further selection needed and the controller will be ready to receive the coordinate system iCON site Projects Jobs Data and Settings 35 Description om Specifically for importing DXF files The software offers an option to clean up DXF files during import Select the DXF file then tap the arrow to enter the Import DXF Layer Selec tion screen Tap on the Clean up DXF file creates new file tick box and tap to accept After a successful import a message is displayed informing about the cleaned up file size as well Es TA 1 500 Es TA 1 500 Import Reference Data Import DXF Layer Selection From Removable Disk G gt Data Source Distance Unit Meter Location Data Height Option Ignore Null Heights gt all m All ol Clean up DXF file ASCII creates new file model geo Layers mr TRM DXF Test 2 DXF ICON site Projects Jobs Data and Settings 36 Jobs Same process as with projects Tap Jobs f in the Home Menu Creating editing selecting and deleting jobs follows the Proj Site C Job Road m ift Sha Units Jobs page opens The current active job is highlighted in blue ZS 45 1 500 Jobs b a Build 1
92. osystems com myWorld Leica Geosystems https myworld leica geosystems com offers a wide range of services information and training material With direct access to myWorld you are able to access all relevant services whenever it is convenient for you 24 hours a day 7 days per week This increases your efficiency and keeps you and your equipment instantly updated with the latest information from Leica Geosystems Service Description myProducts Add all Leica Geosystems products that you and your company own View detailed information on your products buy additional options or Customer Care Packages CCPs update your products with the latest software and keep up to date with the latest documentation myService View the service history of your products in Leica Geosystems Service Centres and detailed information on the services performed on your products For your products that are currently in Leica Geosystems Service Centres view the current service status and the expected end date of service mySupport Create new support requests for your products that will be answered by your local Leica Geosystems Support Team View the complete history of your Support and view detailed information on each request in case you want to refer to previous support requests ICON site Introduction 2 myTraining Enhance your product knowledge with the Leica Geosystems Campus Information Knowledge Training Study the latest online tr
93. p Pilot ICON site How to Setup a Total Station 56 Description 2 Enter Station Name Instrument Height and Reflector Height The Create Ctrl Station Point tick box allows to define the station as control station point In that case It s also possible to assign a code to that station point Proceed to the next step where the Map screen is displayed Tap a point to select it as the first point to measure Aim telescope to target point then press Measure then Store or press Meas Rec if configured Repeat for a second point ta thd 7 Select Point Station Nene SER 1 Select and measure first point Instrument Height 1 550 Create Ctrl Station Point Reflector Settings as l a a l Reflector Height 1 500 3 If the station is within tolerance tap to accept To measure further points tap the relevant point then Measure and Store When more than two points have been measured the Residuals screen can be accessed by tapping QRS where inaccurate measurements can be removed Tap to accept station position amp Eal 43 1 500 Mar Ses A f Mar Ses PA R ES Hi 1 500 s hed ES i 1 500 J v HN v _ Las N mares TE Deselect backsight to Select Point Select Point exclude from calculation Calculated station within tolerance Calculated station out of tolerance Point ID 001 Select additional point or accept set Check measured point
94. p by step The Cut amp Fill procedure is the same as in the Stakeout application except the heights to be staked are taken from the selected Terrain Model gt Note that main workflow refers to GPS For Total Station press Measure then Store Cut Fill can be carried out in three ways e Manual Total Station e Robotic Total Station e GPS If using Manual Total Station the Information bar is updated after each point is measured If using Total Station in Continuous Mode or if using GPS real time measurement data is displayed automatically in the Information bar iCON site How to Stake Out Surfaces 96 How to stake out surfaces step by step Description Select Cut amp Fill he from the Home Menu Tap the required Terrain Model As the pole moves across the surface real time measurement data is displayed in the Information bar The Cut Fill value is colour coded depending on whether the height is above grade below grade or on grade when compared with the Terrain Model Refer to Cut Fill colour indicators for details 13 2 00 Hs KAS 2 13 2 00 AE Proj Site a JobiRoad so ere 43 553 43 372 a 0 170 Applications Measure Stakeout Stopes wy if Cu Fil Roading Settings m f fo ey y DE p oT ore Liwls System Units Devices Record points by tapping Measure The colour of the stored point indicates whether the point is in or out of height tolerance The proce
95. p handler selecting a file and tapping a keyboard screen appears allowing the configuration of a search e Search for cabana This context list allows the user to define the attribute that is searched for Three options are avail able Point ID Code and Elevation e Wildcard This tick box allows the user to search for Points which s selected attribute Point ID or Code include the input text e Range Allows the user to define the end value for a range search iCON site Projects Jobs Data and Settings 44 Point ID Search Three options are available for the Point ID search e Exact Point ID Search e Wildcard Point ID Search e Point ID Range Search Exact Point ID Search Tap on the Search for row and select Point ID for the search Input the desired value and tap to accept Searc Fn o Search For Point ID Elevation Wildcard Point ID Search Having selected Point ID as the Search for option tap on the Wildcard tick box Input the desired value and tap to accept ch Point Range Search Point gt The result of this search will be a list of points which s IDs include the input text For example if you make wildcard search for point ID 1 the result may be 1 Al 10 212 301 and so on ICON site Projects Jobs Data and Settings 45 Code Search Point ID Range Search Having selected Point ID as the Search for option make sure the Wildcard tick box is deselec
96. pplication that records and displays point and line information obtained using the connected Total Station or GPS instrument Points lines and arcs can be measured recorded and displayed within the Map screen Descriptions codes and IDs can be assigned to each element All element information can later be exported to office software All measurements are performed using the Measure bar which can be configured to display the commands you require Refer to Measure Dar for more informa tion Measure var Measure Store Point ID Commands can also be placed in the Favourites key Refer to Measure bar Informa tion about Favourites menu configuration for more information Measuring and Recording Points Lines and Curves i General description PO Known station 006773 002 Pl Target Given e Instrument is connected and setup gt Note that main workflow refers to Total Station For GPS press Measure to record a point iCON site How to Measure and Record Data 72 Measuring and recording points lines and curves step by step Description 00 Select Measure from the Home Menu Map screen is displayed AE el P pal pa import amp Projects Jobs Delete Settings we Se STET TE System Units Devices Telematics Sight target and press Measure After measuring press Store to store the point Measure and store as many points as required ES W 1 500 ic L
97. ption 2 Once telescope is aimed to target point press Measure The difference between the measured point and the point to be staked is displayed The colour of the measured point indicates whether it is within tolerance Record the point by tapping Store or measure again using Measure Once the loca tion is marked the next point can then be selected and the process can repeat Lo 3 Ses A Miar Say PA A Mar j s PA Nzi al z RB al z R ES 1 500 2 Vv 5 2 w Y 5 J w Vv Point in sight Point in sight Select an element to stakeout E 0 003 E 0 000 a ee bal a ee gt __ Define Measure Mode in the Status 1 menu o Tolerances can be set in Units 4 _ which is found in the Home Menu gt IGPS and Robotic Total Station approach As the target moves around real time measurement data and guidance information is constantly displayed in the Information bar Once the point in the screen turns green the point is staked within tolerance To record points using the Total Station press Store If using GPS press Measure Changing the view Access View Modes in the Map handler to toggle between Map view and Arrow view The arrow view displays the pole position in relation to an user defined orientation direction Arrows and corresponding distances are displayed to indicate how to find the point to be staked B ry FE 0 000 he J S Turn Telescope f 64 872 Turn Telescope Ik 64 872
98. ption Status bar Contains icons that indicate status of the controller and the connected instrument In the Home Menu the Status Bar is minimized and read only Title bar Present in the Home Menu and dialogues Displays title of current screen Applications Displays the different applications available for use container Data container Contains options to import and export data and options to create reports Select different jobs projects here Settings container Contains options for editing user information units and tolerances and connected device settings Licenses can be added here Power key Gives access to logout and shutdown functions The Power key in the Home Menu navigates to the Logout Shutdown screen giving the following options Logout Shutdown i L o g o ut You are logged out and directed to the login screen toou From the login screen you can choose to exit the JEt software or login as another user i Shutdown controller and sensor e Exit Closes ICON site without logging you out When ICON site is next launched no login details are required and you are immediately logged in e Shutdown controller and sensor Automatically shuts down the connected instrument and exits to Windows Applications Once an application is selected you are directed to the Map screen where you will go to work Description of the Map screen elements ro EX 071 0 000 DAAU 19 00
99. rms and conditions of the Leica Geosystems Software Licence Agreement Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such Licence Agreement If you do not agree to all or some of the terms of such Licence Agreement you must not download install or use the software and you must return the unused software together with its accompanying documentation and the purchase receipt to the distributor from whom you purchased the product within ten 10 days of purchase to obtain a full refund of the purchase Drice The software on the product may contain copyright protected software that Is licensed under various open source licences Copies of the corresponding licences e are provided together with the product for example in the About panel of the soft ware e can be downloaded on http opensource leica geosystems com icon If foreseen in the corresponding open source licence you may obtain the corre Sponding source code and other related data on http opensource leica geosystems com icon Contact opensource leica geosystems com in case you need additional information ICON site Software Licence Agreement 133 793692 2 0 0en Original text Printed in Switzerland 2014 Leica Geosystems AG Heerbrugg Switzerland Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 www leica geosystems com when it has
100. rner to create the selection window window Break Lines a G Delete Note that multiple selection windows can be defined to select additional points deselect several points activate the rubber in the Toolbar and tap two corners ICON site How to Handle Volumes 109 14 How to Handle Slopes AA General description Slopes is an application that allows to stake out regular slopes and batter boards In general the user defines a sloped reference plane Afterwards positions can be measured on the site and these measured positions are compared with the sloped reference plane The application can be used for e Checks on a defined slope The operator moves around the sloped area and takes measurements to check if the current status Is ok below or above the designed surface e Staking and mounting the batter board To mark the design slope by installing a board onto two pegs that has the same slope as the design and is exactly in the Sloped designed plane e Finding the Daylight line The intersection of the current real surface and the designed surface Is called Daylight line This line is exactly the place where the exca vator needs to start digging off the ground to build the designed slope e Finding the Daylight point In this case a sloped line is used instead of a sloped plane The daylight point and how to get to this position are the values of interest and can be used for inclined pile ramming or drilling
101. rting data to the project step by step e Tuwo possibilities available Input Coordinates or Measure Anywhere iCON site How to Setup a GPS Base Station 65 GPS Base Station setup over new point e Input Coordinates Select Base Setup ja from the Home Menu Select New Point Input Coordinates Enter the antenna and point information in the Station Details screen tap to accept Once is 5 pressed the CPS Base starts transmitting corrections 1 of Proj Site C Job Road _ Back Ges Base Setup vm Detalla i OW ROR A a 5 Soin Annn zv PA A aR i Antenna Height 2 00 Drew Coordinate cattraton System Measurement Method Vertical gt a ee Choose f a Point No 5007 s in wort fi D Di I ren Jele N 60260 14 H 44 65 A Input Coordinates Measure Anywhere wr r Telematics on Y Eere et a cee e Or alternatively Measure Anywhere From the GPS Base Setup Menu select New Point Measure Anywhere Centre the antenna over the base point and tap Measure The Station Details screen is displayed Check the information and tap ann m to accept Once IS pressed tie GPS eae Starts Jee gt amp T 2 000 Gre Dase Setup When the antenna is centered i O over the base point tap Measure A ay fl A Antenna Height 2 00 Measurement Method Vertical gt Choose from map Point No 5007
102. s residuals A w OEE 6 A Pein 1D ow p y Point ID 005 s N 5 ov n 5 k My ca E iCON site How to Setup a Total Station 57 4 2 Setup over One Known Point with Second Known Point TPS General description PO Station sought 006770 001 Pl Known point Given e Control points are active within the current job Refer to Importing data to the project step by step e Instrument positioned over a known point Setup over one known point with second known point step by step Select Setup oe from the Home Menu Select Over known point Level Step Description instrument then tap the next Wizard step Te to proceed Level Instrument Anywhere Over known point ees i kasi oll we Re Compensator manm Set Orientation Setup Pilot wy ICON site How to Setup a Total Station 58 Description 2 Enter Instrument Height and Reflector Height Proceed to the next step where the Map screen is displayed Select the Station Point and select a Target Point Aim telescope to target point then press Measure then Store If the station is within tolerance tap to accept If out of tolerance re measure to the target point or to a new target point S eta sei y i s PA rs s WA fa BY UY 1 900 ES EN 1 500 2 z ES EN 1 500 Setup Instrument Select Point Sii a S Select Point Instrument Height 1 550 Reflector Height 1 500 Calcu
103. ss can repeat L 13 2 00 AE 44 022 4 44 074 Cut amp Fill offers a Foreman View which displays the Cut Fill value in large letters and digits on a colour coded background To activate access View Modes in the Map handler and tap Foreman To return to standard view deactivate Foreman the same way 13 2 00 A i L e TR 2000 75 0 335 4 0 000 0 335 2 0 000 0 335 View Modes j 1 i A i a Cross Section Foreman m o Automatic Viewing Centering Options Measure Point ID Measure Point ID gt The Cut Fill tolerance level can be selected in Tolerances which is found in m ft Units Pa ICON site How to Stake Out Surfaces 97 Cut Fill colour indi cators Toolbox functions Indicator Description Cut Indicates the height measurement is above the surface design When colour changes to green the measured position is within the defined tolerance but still above the surface design Indicates the height measurement is below the surface design When colour changes to green the measured position is within the defined tolerance but still below the surface design On Grade Indicates the height measurement exactly matches the Surface design The Toolbox contains some additional functions paneer DA DA YN Ig a Ez a praan Relerence Chainage Fix Heading Delete Offset Undo Function Description Automatic Set the automatic logging Mod
104. t then tap the next Wizard step to proceed aed sre on e Home Setup Device Level Instrument E L pears Over known point Roading Checks Draw h aN a A i m Set Orientation Setup Pilot mH jal fi Pr ER i Jobs moot a Compensator Settings ale oo Sins Taa System Units Devices Telemafics Over reference point 2 Enter Instrument Height In the next Wizard step either select the relevant point from the map or directly enter the height of the benchmark lii P to confirm The new station height is set A 1 4 500 E EN 1 500 Setup Instrument Reference Height Reference Height Instrument Height 1 550 Select point or enter reference height New station height is 46 780 iCON site How to Setup a Total Station 63 How to Setup a GPS Base Station GPS 5 1 GPS Base Station Setup over Known Point GPS General description CS _ ICON gps 60 requires a license to use this application 006772 001 PO Known point Given e Control points in the chosen coordinate system are active within the current job Refer to Importing data to the project step by step e Instrument is setup with a Base profile Refer to 1 5 2 GPS Profile Setup e A coordinate system is loaded to the project Refer to Importing data to the project step by step Coordinates must be available in WGS84 GPS Base Station t D t setup over known S2ttipeen poin
105. t point and end point of the active line Activates the use of chainages Divide a line or arc into segments Offset Offset an element to be staked Auto Point Selection Set this option to On to have the next point to stake selected automatically by the instrument according to the settings e Next from list the next point from the list of points to stake is selected automatically e Nearest the point closest to the last staked point Is selected automatically e Nearest from list the point from the list that is closest to the last staked point is selected automati cally ICON site How to Stake Out 95 11 General description How to Stake Out Surfaces A A Digital Terrain Model DTM can be staked for height values The heights of the measured positions are compared with the heights of the Terrain Model at the same position The height differences are displayed in the Information bar in a Cut Fill format Staking a Terrain Model can be used for e Staking out where the Terrain Model represents the surface to be staked e Quality control purposes where the Terrain Model represents the final project surface b d2 Z o e a i aii di PI anne be L gt a Lp TA ee iF d2 Antenna target 006782_001 height Q Given e Instrument is connected and setup with known station and height e Terrain Model active within the current job Refer to Importing data to the project ste
106. t step by step L Select Base Setup ss from the Home Menu Select Known Point Choose from map Tap a point in the Map screen Alternatively tap Get Nearest to display the closest points to the current antenna position If there is only one point available it is automatically selected D a2 73 2 000 AO S amp 2000 TMAS Job Road o Choose base setup point ications ILID MC Coordinate Draw Calibration System ke B Base Setup Calculator AA i H ee Projects Jobs Setti ings ol System Units Devices Input Coordinates Measure Anywhere Get Nearest ICON site How to Setup a GPS Base Station 64 Description 2 When the required point is selected tap to accept The Station Details can then be reviewed and edited Once IS pressed the GPS Base Station starts transmitting corrections FD YY 2000 i a eO YS 2 000 GO gt i 1D 5007 lan 3890 21 Station Details 9 37 16 69281 E a 47 24 31 24014 N poten o Antenna Height 200 Measurement Method Vertical p ag Point Details A s Point No 5007 E 3890 21 N 60260 14 H 44 65 lt 5 2 GPS Base Station Setup over New Point GPS General description CS ICON gps 60 requires a license to use this application 006772001 PO Station sought Given e Instrument is setup with a Base profile Refer to 1 5 2 GPS Profile Setup e A coordinate system is loaded to the project Refer to Impo
107. tatus of radio modem and Bluetooth Displays battery and memory status Ce Status 1 and Status 2 contain additional information functionality once tapped allowing the status of the antenna to be monitored and changed and the position quality to be reviewed Status 1 Status 2 iCON GPS 60 Controller Target 8 m Battery amp Memory Satellite Position Antenna Bluetooth e fi Displays any Issues that are affecting operation The number on the Warning bar indicates the total number of warnings that are currently active The warning bar can be tapped to display the full message which A e displays further information about the problem s i l Please import a valid coordinate e provides navigation to areas where system the problem can be fixed ce By pressing OK without fixing the Ok problem the warning will be ignored until it is detected again Poc oammenann Arona Import amp Delete Jobs iCON site Operating Principles 11 Information bar Displays information that is relevant to the current action being carried out This will be in one of three forms e Guidance text whilst carrying out func tions Select a surface e Data from last made measurement 1016 H 68 72 E 31578 98 N 53634 84 e Directional guidance whilst staking out Turn Telescope E 39 385 The white dots at the base of the Information bar indicate the total number
108. te Operating Principles 31 2 1 Projects Jobs Data and Settings Projects and Jobs Projects and jobs overview ICON site allows the simple location and transfer of data between instrument controller and office Imported reference and control data is stored in ICON site within individual Projects Jobs can be created and carried out within these projects Reports measured data and calculated results are stored to the active job ready for exporting This allows you to create a project with specific reference and control data and then carry Out multiple jobs within this project Projects Jobs e Imported data e Output Control data Reports Reference data Measured data Coordinate systems Calculated results Code lists Road data Background image gt Jobs are created within projects All the importing is done to the actual project and then available in all jobs within that project iCON site Projects Jobs Data and Settings 32 Example of a basic data flow storage directory structure iCON site Projects Jobs Data and Settings 33 Projects To create edit select or delete a project tap TS ro Job Road Projects in the Home Menu pree ag Cy Devices Telematics Projects page opens The current active project is highlighted in blue E BOA ix SS 1 500 Import Project fe b a Site A C Site B gt Site C gt a Select proj
109. ted Input the desired value and press the Range key A second keyboard screen appears allowing to input the End value for the Range Search Tap to accept gt Point ID Range search is available for numeric input values only For letters or mixture of letters and numbers this type of search is unavailable gt The result of this search will be a list of points whose IDs fall within the spec ified range Two options are available for the Code search e Exact Code Search e Wildcard Code Search Exact Code Search Tap on the Search for row and select Code for the search Input the desired text and tap to accept troeh Peon iD Elevation Sn a e supe J gt The result of this search will be a list of points which all have the same Code ICON site Projects Jobs Data and Settings 46 Wildcard Code Search Having selected Code as the Search for option tap on the Wildcard tick box Input the desired text and tap to accept gt The result of this search will be a list of points which s Codes include the input text Elevation Search Two options are available for the Elevation search e Exact Elevation Search e Elevation Range Search gt Wildcard search is not an option for the Elevation search gt Only numeric values can be the input for the Elevation search gt Negative height can be input by tapping jg first and then the desired value Exact Elevation Search Tap o
110. ther application to be directly Staked out The following is a step by step guide to using some of the key functions in Draw to create a layout plan Example of a layout plan gt No Instrument connection is required How to sketch a plan step by step Step Description Select Draw PA from the Home Menu If point data is present tap a point to begin Use the Toolbar to enter information for the position of the next point Toolbar contains options to edit angle distance height multiple points and to draw a line between points Tap to confirm point position The process can then repeat D 9 a Proj Site C on Job Road Select start point Enter direction and distance Applications E7 A D Roading Checks Draw Bik E 001 comm 1 Ea AN jl we fait Ga gt Use CODE to define and apply a code for every point recorded ICON site How to Sketch a Plan 83 Description 2 To draw an arc select Arcs from the Sketching Functions menu Tap the points for the arc Arcs can be drawn by tapping two points and inputting radius information into the Toolbar or tapping three points Tap to store the arc 5 o Select points for arc en p Fun Ce Points amp 4 nes ae ma Point Creson 3 The Delete function is available in the Toolbox Select the elements for deleting then press a amn J Select points for arc Arcs Tools E ID H C Stor lt
111. tion results es eee 2D calibration Roll length 0 110 Roll angle 280 040 Pitch length 0 084 Pitch angle 350 597 Boom length 0 285 Boom angle F 17 369 am ry ey Save Machine calibration as EXCAVATOR txt EE The Machine calibr ed in this folder C Users Public cts ROAD Reports 15 3 Machine Calibration for Wheel Loaders TPS Machine calibration aa for wheel loaders 2ER peecripuen step by step S Before starting the machine calibration ensure the machine is placed approx imately horizontal on a solid surface where it can not move or sway A Proj Site C Job Road Applications E 7 Roading Checks k E Data i jel Y import amp Projects Dete Units Devices Select MC Calibration itan from the Home Menu Select Wheel Loaders Enter pitch angle and roll angle then tap amn ann L Draw Telematics A Back HI 43 0 000 2 xi f 0 000 Machine calibration Enter pitch angle and roll angle Calibration option Excavators Dual Boom le WheelLoaders TH Excavators Single Boom E LAAN LION Calibration results ICON site How to Use Machine Calibration 116 Description 2 Select the start point on the screen Aim telescope to target point then press Measure then Store Select the next point Aim telescope to target point then press Measure then Store Repeat until all points have
112. to be right etca Geosystems
113. u want to use by tapping the relevant symbol for example Leica 360 3 The software proceeds with the current application and the newly set prism type active 0 000 Controller Target EE N 0 000 EI Ifl Prism Type Prism Height a Tr D A H 3 ARY 3o 4 Search Search Battery amp Settings Sector Memory a TP Move amp Search fee ofr ie de Aw T2 For ICON robot 50 iCON robot 60 Machine Control the default prism type is the MPR122 25 Set prism height step by step Description From within the current application tap in the Status bar and select Prism Height Fff Choose from pre defined prism heights or type the height in manually by tapping on the relevant icon 3 To define the user defined prism height tap and hold one of the relevant icons The numerical keyboard pops up Enter the desired height and tap to confirm The new height is set under the user defined icon gt To enter the prism height in another unit first clear the entry field then select the unit and finally enter the height value User Height 2 2 500 3 000 Enter new prism height Height P i inal d x a PN Van few N f or S When selecting reflectorless or tape the default height is set to 0 000 m When selecting any prism mode again the prism height is set back to the original setting Default prism hei
114. ultiview ICON site Projects Jobs Data and Settings In 7 display mode Multiview Configuration Is available in View Modes in the Map handler Ane fen RIE E oi 1 500 Point in sight 0 000 View Modes fi Ee Mu imew Contig gt Automatic Orientation Config Centering of a 4 r EAE ar of In the Multi view configuration screen select the required View The Map screen Is then divided into separate screens To change the active section tap in the relevant section The Map handler zoom controls are effective in the active section pm B i sy IA iE OA E HR 1 500 o EJ s wu UV b l ee Single View Two Views A E E 53 3 Applications Available applica The following applications are available within iCON site tions iCON site Applications Setup Determine Total Station instrument orientation and station coordinates using Total Station measurements Refer to 4 How to Setup a Total Station for more information Base Setup Establish a Base station to transmit position corrections to a rover Refer to 5 How to Setup a GPS Base Station for more information Coordinate System Create a coordinate system for GPS measurements Refer to 6 How to Create a New Coordinate System for more information Measure Collect and display point and line information using the connected instrument Refer to 7 How to Measure and Record Data for more in
115. ults are updated and shown in the Information bar according to the points and lines selected or measured R 2 3 000 Job Road Select or measure points and lines to check geometries Applications Data ma A pa gi import amp Jobs Delete Settings ll i PIR ADN E Start Point ID Clear tala Gays booed Units Devices Telematics DAN TRA rk TRO A ja amp E S LA A The points and lines have to be selected or measured ordered either in clockwise or anti clockwise direction BA To display further results tap the arrow in the Information bar Tap and hold the Information bar to see which results are displayed or to configure the Information bar Tap when finished Tap Clear in the Measure bar to deselect the measured or selected points and lines ETAs 3 000 td S 3 000 31 011 TsD info bar configuration Select or measure points and lines to check geometries 0 000 ncA 99 997 x Horiz Dist Slope Dist Height Diff Slope Page 2 Azimuth Included Angle Total H istance Total SI Distance 22 21 w o ee a Area horiz Area sloped 23 Perimeter None 25 Identification Height Northing Easting Start Point ID Clear 81 Description All values are shown according to the current settings in the chosen unit and the number of decimals set To switch to a radial calculation method select Radial from the Tool
116. ure Volume and Make a Stockpile Calcula tion steps 1 amp 2 or imported as a reference refer to Importing data to the project step by step iCON site How to Handle Volumes 107 Calculate volumes to an elevation step by step Description Select Volumes aa from the Home Menu Tap the displayed surface to select it Select Calculate Volume from the Toolbox PY Th 2000 Proj Site C Job Road Select a surface or select New from toolbox Applications f Measure Stakeout Stopes wy if Cu amp Fil Roading p 5 4 K iy TNI Create Breakbnes cru 9 Echt Surface System Units Devices To display different surfaces use Map view manager refer to Map View manager Select Surface to Elevation in the Calculation Method screen The Surface to Elevation Wizard begins In Step 1 of the wizard input the desired elevation The volume is recalculated according to the new elevation In Step 2 calcu late the new volume based on a percentage Shrink or Swell of the selected surface In Step 3 the calculation can be saved 2 13 2 00 Volume Calculation Calculation Swell factor Surface to Elevation Surface to Elevation 45 000 Total m FAS EN l 7 7 L 20 000 a x O Shrink Stockpile Surface to Elevation Total m S 78 614 Swell wy ee Surface Area m 58 127 My Perimeter m 30 301 Highest Elevation m 44 101 Surfac
117. ustment I t i c and ATR Description Combined adjust ment procedure step by step The combined adjustment procedure determines the following instrument errors in one process I t C ATR Hz ATR V Compensator longitudinal and transversal index errors Vertical index error related to the standing axis Horizontal collimation error also called line of sight error ATR zero point error for horizontal angle option ATR zero point error for vertical angle option The following description explains the most common settings Description l Connect the device with the Instrument ma Press Devices iol in the Home Menu Select your instrument and tap the arrow Select Sensor Calibration TET prenis ens ICON gps 601 y For Pole gt Th E ansans For Machine Control gt E7 Z ae JU een Compensator _ al Sensor Utilities Ksi Sensor Info Delete Sensor Calibration gt C It is recommended to use a clean Leica circular prism as target Do not use a 360 prism 2 Select the incl ATR Calibration option if you like to calibrate the ATR ICON site Check amp Adjust Tap to see which instrument errors are determined Follow the wizard which guides through the calibration Sensor Calibration ef incl ATR Calibration Note Only use a Leica round prism to calibrate the ATR The calibration procedure determines the following instrument errors Compensator
118. vailable tap E In the pop up menu use Previous or Next to display the corresponding page or enter page number directly To get one certain point displayed in the map select that point and tap Map The map is displayed and the selected point is highlighted amp A point can only be displayed in the map that way in applications like Stakeout when a point selection is needed ES YS 1 500 he of G EA a C2 el File List File List pete root i ees PointID 4 Height Codella gt Ap 178 825 196 0 450 001 0 127 1 245 195 0 604 002 0 627 1 245 194 0 604 d 003 0 193 0 302 193 0 604 010 0 532 4 343 192 0 604 011 2 251 3 810 Page 1 2 012 1 468 0 905 014 0 013 0 151 Next 015 0 141 1 786 Toolbox functions The Toolbox contains some additional functions Point List Tools a X Edit Delete 4 D i e wv Stakeout List Clear Search Function Description New Point Create a new point by entering the required values Point ID Easting and Northing Height is optional but needed for all 3D applications A new point can also be created with Point ID and Height to be used to Transfer Height during Total Station setup Code can be entered and the point can be defined as Control Point by setting the Create Control Point key to On Ce Ifyou select a point before selecting this tool all relevant attributes are derived for t
119. you want to zoom even on blank space Map is centred to the tapping area and zoomed In by one zoom level Proceed as many times as desired When the zoom limit is reached a warning IS displayed Tap anywhere on the map for zooming in Tap anywhere on the map for zooming in A To exit the smart zoom mode tap the zoom To exit the smart zoom mode tap the zoom button Smart Zoom functionality is not available if the map is in Bullseye view Arrow view or Cross Section view Disable Smart Zoom Tap the green to disable Smart Zoom functionality 1 6 4 Selecting the point information in the map step by step ICON site Operating Principles gt Automatic centring remains off until manually turned on again er Viewing Options ry Description By default the sole information for a point shown in the map is the Point ID Anyway ICON site allows to configure to show two different information for all points in the map one above and one below the point symbol From within the current application access View Modes in the Map handler and tap Viewing Options m y et Te fat iy W 6 334 7 0 000 28 Description Tap the position upper or lower you want to change the Point Information for so that the current setting for this position is highlighted GIATA Viewing Options None Possible Information Possible Information a lt CuvFin None CutFill N

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