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1. Battery calibration is necessary about once every 6 months or more often if desired Calibration insures the reported battery charge remaining is accurate Hold down the calibration button on the unit and then insert a battery while holding the calibration button to begin a battery calibration Only the battery which was inserted while the button was depressed will begin calibration During a battery calibration the battery will be charged discharged completely and then recharged before finishing Calibration should complete in roughly 17 hours and the charger vents should not be covered during a calibration cycle The blue calibration indicator light s will blink slowly on 1 5 sec off 2 sec while a calibration is in progress and the charge light s may be on or off during the calibration cycle When a calibration cycle is completed the calibration light will stop blinking remain on until the corresponding battery is removed The bottom case temperature may continue to climb up to approximately 43 C before temperature regulation is enabled to keep the case from getting warmer As the battery voltage drops the case will cool down and the automatic temperature limiting will no longer be necessary which minimizes the time it takes to discharge a battery If the case temperature continues to get too hot internally even after temperature regulation is enabled there is a secondary fail safe which will abort the calibration completely If
2. Battery slot 1 Applying power Plug in the charger to the supplied AC adapter to turn the unit on The power input must be 5 V with at least 4 A of current capability Each battery may take up to 2 A while charging Charging a battery Slide a battery into either battery slot to begin charging The adjacent charge indicator will illuminate yellow when charging is in progress The charge indicator will change to green when charging is complete Charger slots are completely independent so a battery may be inserted regardless of the state of the other battery slot Charging may take 2 4 hours if the battery was normally discharged Charging may take up to 5 hours with a completely drained battery which has been stored for several months without use By design Li Ion batteries should not be charged above 40 C 45 C so a blinking charge light may mean the batteries are too hot for charging Charging will resume after the batteries cool down The charging time will be longer due to the batteries cool down when charging batteries above 40 C 45 C 24 Trimble TS662 Construction Total Station User Guide Preparation 2 If the charge indicator s are blinking and the batteries feel cool it may indicate a problem with the battery or the charger If the charge light is still blinking after trying several batteries which are not warm there is a problem with the unit or the batteries themselves Conditioning calibrating a battery
3. In some cases you can measure another target that is not appropriate to the set measurement mode Note The Trimble TS662 total station is Laser Class 3R in the Reflectorless mode and Laser pointer function and Laser Class 1 in the Prism mode Do not sight the Prism when the Laser Pointer is on Measurement with a prism Do not use a prism with scratches a dirty surface or a chipped center Prisms with thin edges are recommended X X thin edges chipped center thick edges As the TS662 total station is extremely sensitive multiple reflections on the prism surface can sometimes cause a significant loss in accuracy 30 Trimble TS662 Construction Total Station User Guide Preparation 2 To maintain the accuracy of your measurements e When measuring a short distance incline the prism slightly so that the EDM can ignore unnecessary reflections on the prism surface as shown below Not completely square to Completely square to the sighting axis the sighting axis 4 i Note Hold the prism securely in place and do not move while taking measurements Note In Prism mode in order to avoid false measurements on objects other than the prism or reflector sheet targets that are less reflective than the prism or reflector sheet are not measured Even if you start a measurement measured values are not displayed To measure less reflective objects use the N prism reflectorless mode Measurement in reflecto
4. 1 6 sec 2 1 sec 1 2 Sec 1 2 sec 999 mm to 999 mm 1 mm step Absolute encoder Diametrical reading on HA VA 1 5 10 0 2 mgon 1 mgon 2 mgon 0 005 MIL 0 02 MIL 0 05 MIL 2 0 6 mgon Liquid electric detection Dual axis 3 Friction clutch endless fine motion Detachable Displayed on the LCD Sensitivity 10 2 mm Trimble TS662 Construction Total Station User Guide 157 7 Specifications Laser plummet Wave length Laser class Focusing range Laser diameter Display and keypad Display type Resolution Display illumination Keys 635 nm Class 2 co Approx 2mm Graphical LCD 128 x 64 Backlight 25 Face 2 4 Connections in the base of instrument Communications Type Maximum baud rate External power supply input voltage Battery pack Output voltage Continuous operation time Continuous distance angle measurement Distance angle measurement every 30 seconds Continuous angle measurement RS 232C 38400 bps asynchronous 4 5 V to 5 2 VDC 3 8 V DC rechargeable 19 hours 57 hours 62 hours Tested at 25 C nominal temperature Operation times may vary depending on the condition and deterioration of the battery Environmental performance Operating temperature range Storage temperature range 158 Trimble TS662 Construction Total Station User Guide 20 C through 50 C 4 F through 122 F 25 C through 60 C 13 F through 140 F S
5. 2 3 m at 100 m 2 3 ft at 100 ft Resolving power 3 0 Focusing distance 1 5 m to infinity 4 92 ft to infinity Measurement range Distances shorter than 1 5 m 4 92 ft cannot be measured with this EDM Measurement range with no haze visibility over 40 km 25 miles Prism mode Reflector sheet 5 cm x 5 cm 270 m 886 ft Standard prism 1P 3 000 m 9 840 ft Reflectorless mode Reference target 300 m 984 ft e The target should not receive direct sunlight e Reference target refers to a white highly reflective material KGC90 e The maximum measurement range is 500 m in the reflectorless mode Distance precision Precise mode Prism 2 2 ppm x D mm 20 C to 50 C Reflectorless 3 2 ppm x D mm 20 C to 50 C Normal mode Prism 10 5 ppm x D mm Reflectorless 10 5 ppm x D mm ISO17123 4 for Prism measurement 156 Trimble TS662 Construction Total Station User Guide Measurement intervals Specifications 7 Measurement intervals may vary with the measuring distance or weather conditions For the initial measurement it may take few more seconds Precise mode Prism Reflectorless Normal mode Prism Reflectorless Prism offset correction Angle measurement Reading system Minimum display increment 360 400G MIL6400 DIN18723 accuracy Tilt sensor Method Compensation range Tangent screw Type Tribrach Type Level Electronic level Circular level vial
6. 3 To finish editing press in the CD field A confirmation screen appears MPs 625 Iverwrite 4 Doone of the following PMs To accept the changes and return to the Edit RAH data view screen press or the Yes softkey Updating YZ al To go back to the edit screen press or P UVERWEILES the Ha softkey Editing station records Note The system will not recalculate measurements if you change the station record All coordinate and raw data observed from an edited station record must be recalculated in your postprocessing software 134 Trimble TS662 Construction Total Station User Guide Menu Key 5 In the RAW screen use or v to highlight the station RAH record that you want to edit Then press the Edit r20 Presse 11 softkey DEL Edit Sech You can edit any field in the ST record but the oC 6 instrument does not recalculate any measurements HI n 1 843 m l BS 35H from this station A7 p ap aa Press in the AZ field to confirm the change Note If you change the ST or HI values the coordinates of observation points are not recalculated A comment record is stored to record the change The following example shows a comment record for a changed HI value CO HI changed at ST 9012 Old HI 1 345 m If you change the BS or AZ values raw records are not recalculated A comment record is stored to record the change Searching records You can search for records by th
7. ALLAT Eg Select Format 1 ee A 2 FAH data are data 4 Stationtss SO CP A a Menu Key 5 Calibration Use the Calibration screen to calibrate the instrument HEHU To open the Calibration screen press 7 or select E 1Sec Koys st on the MENU screen l l 5 Lalibrat Time For more information see Adjusting page 151 Time Use the Date amp Time screen to set the current date and time E sec Keyvs T Calibr at 1 To open the Date amp Time screen press 8 or 3 Settings Time o select T ime on the MENU screen Data The current date and time settings are displayed 2 Enter the date in Year Month Day format For example to change the date to June 18 2008 press 2 0 0 8 ENT 6 ENT 1 8 ENT If the highlighted part of the field for example the year is already correct you can just press to use the current value For example if the date is already set to June 24 2008 and you want to change the date to June 18 2008 press Yoar Month Oay order ENT 3 To move to the Time field press in the Date field 4 Enter the time in 24 hour format For example to set the time to 4 35 PM press 6 ENT 5 Do one of the following In 24 hours system To finish setting the date and time press in the Minutes field To cancel the input press ESC Trimble TS662 Construction Total Station User Guide 147 5 Menu Ke
8. A control job or common file stores coordinate data that is used by several field jobs You can create a control job in the office l Press to open the MENU screen AS O6 17 2 Press 4 or select Jot to open the Job Manager 3 Move the cursor to the job that you want to use a E a as the control job oat Ctrl Into 4 Press the tr 1 softkey Control Job OM 5 Press the es softkey Job name HIROMI Z5 p Set this Job as or more information see Creating a control job the Control Job page 6l Note When you enter a point name or number the system searches in the current job first If the point is not found in the current job the search is automatically extended to the control job If the point is found in the control job the selected point is copied to the current job as a UP record Measuring Distances Sighting a prism reflector gt gt Bee PB WARNING Never look at the sun through the telescope If you do you may damage or lose your eyesight WARNING Areas in which these lasers are used should be posted with an appropriate laser warning sign WARNING Precautions should be taken to ensure that persons do not look directly with or without an optical instrument into the beam WARNING The laser beam should be terminated at the end of its useful beam path and should in all cases be terminated if the hazardous beam path extends beyond the limit hazard distance of the area in which the presenc
9. Communication port status This is only available when the optional Bluetooth wireless technology is installed See Bluetooth function page 142 Ey Bluetooth enabled Trimble TS662 Construction Total Station User Guide 43 3 Getting Started Battery indicator Shows each voltage level of the right and left internal batteries individually When the external battery is connected with the instrument its voltage is shown A Internal batteries above Left battery below Right battery g External battery Internal External battery battery 4 E Battery level indication a Battery low If the battery level becomes critically low the message on the right appears S BATTERY DOHH Press EMT Keys Change Battery 44 Trimble TS662 Construction Total Station User Guide Getting Started 3 LCD backlight Laser pointer Beep sound and Contrast adjustment HA 40 29 iol P EN 4 Ha 40 29 1175 WA amp 9 O7 45 Pind B9 BY 467 amp SD ESC SD 345 123 1 588 m lt Switch set up window gt lt Contrast adjustment window gt To turn on off the 1 LCD backlight 2 laser pointer or 3 beep sound and to do the 4 contrast adjustment press the illumination key and open the switch set up window shown above Holding down the illumination key for one second also turns on off the LCD backlight e To turn on off each function press when the option 1 2 3 or 4 is selected or directly press 1 2 3 or 4 numeric k
10. Rec Store DB RAW amp XYZ RAW amp XYZ RAW amp XYZ Data Rec Internal Internal Internal Others XYZ disp Fast Fast Fast Trimble TS662 Construction Total Station User Guide 39 3 Getting Started Category Setting Europe International United States 2nd Unit None None None Split ST No No No CD Input lt ABC gt lt ABC gt lt ABC gt Owner s Detail Blank Blank Blank The default regional configuration pre set is United States settings For more information see Settings page 122 Display and key functions The functions of the TS662 keys are as follows Key D 3 o MENU o MODE O a Function Details Turns the instrument on or off page 38 Illumination key page 45 Provides access to the switch window Turns on off the LCD backlight if held down for one second Displays the MENU screen page 105 Changes the key input mode between alphanumeric and numeric page 47 if pressed when you are in a PT or CD field Activates Qcode mode if pressed when you are In the Basic Measurement Screen BMS Records measured data moves on to the next screen or confirms page 95 and accepts the entered data in input mode You have the option to record the measurement as a CP record instead of an SS record if you hold this key down for one second in the Basic Measurement Screen BMS The instrument outputs the current measurement data PT HA VA and SD on the COM port if you press this key in the BMS or i
11. i Press Calc to Calculate g Area and Perimeter MsrPT Calc List Stac Note The first and last points that you enter are joined to close the area You must enter the points in the order in which they define the lot You can enter up to 99 points Press to store the calculated valuesasaacomment apes record or press to return to the Cogo menu 6 9167 f Perimeter 146 3587 f Pross ENT to record If you chose to store the area enter a name to identify the area and then press ENT Note When you download data in Nikon RAW format area AR records are output as comment CO records 114 Trimble TS662 Construction Total Station User Guide Menu Key 5 Advanced feature Entering a range of points To quickly enter a sequential range of points use the range input function To access this function press the Enter the start point name in the Fr field and the end point name in the To field You can include letters and hyphens in the point names but the last character must be numeric Press in To field to start searching for matching Input Port Range points The counter shows the number of matching Fr 4 108 points found Find Points 1 Press ESC to abort When the search is complete you are returned to the Input PT screen Press Calc to calculate g perimeter or enter point names in the PT field Area and Perimeter fs MsrPT Calc List Press to return to the Input PT s
12. 0518 32 08380 81 06510 11 51 48 CO PT1 0 0000 0 0000 47 05350 83 58560 CO PT2 0 0000 0 0000 29 53010 83 58560 CO O S MSR 71 1 5555 36 5418 38 28360 81 06510 CO Radius of circle 0 356 CO Input SD 0 0020 Redo Note The calculated point center of the circle is stored as an SS record Note The following one or two comment records are angle measured points For example CO Point name fixed to PT1 PT2 HT 0 0000 SD 0 0000 HA VA the end Extending the slope distance 1 To enter the function for extending the slope distance press 8 or select reut dp in the Offset menu If you have not taken a distance measurement Ha 147 29 117 before entering this function a temporary VA SB S 487 measurement screen appears D lt HT 2 Enter the slope distance that you need toaddor WME subtract You can enter any value from 48 29 117 gt 7 WA 89 OF 46 99 990 through 99 990 m 328 000 through DF 75 304 m 328 000 ft mi 3 To record the point press ENT Sample records SS 83 1 5000 77 0518 62 08380 81 06510 11 51 48 CO O S MSR 83 1 5555 76 5518 62 08380 81 06510 104 Trimble TS662 Construction Total Station User Guide In this chapter Introduction Trimble TS662 Construction Total Station User Guide 105 5 Menu Key Introduction Use the MENU screen to access important functions HEHU and settings M c e 2 Cogo t Calibrat To display the MENU screen
13. 3 Enter the second point P2 to define the baseline P1 P2 The angle dHA is measured from the baseline 4 Enter the third point P3 to define the second line P1 P3 Note When you press the iS softkey a temporary measuring screen appears Sight the target and press MSR1 or MSR2 to take a measurement Note After the measurement a recording point screen appears To store the measured point enter the PT HT and CD values and press ENT To use the point without recording it press ESC When you have entered three points the instrument calculates the angle and distances 5 Do one of the following To return to the Inverse menu press ENT Menu Key 5 HA 147 29 117 98 27 487 z ri E i Sb SO 29 34 5978 m fe 8 041 m T HOT Distance bet Fl Fz HOS Distance bet PI PS Trimble TS662 Construction Total Station User Guide 111 5 Menu Key To return to the Input BasePt screen press ESC Calculating and manually inputting coordinates To enter the Input menu press 2 or select Freut in the Cogo menu There are three functions in this menu fa La for recording new coordinate points i i 3 Area amp Perim g Line amp 0S Azimuth HD input 2 Intersection To calculate a coordinate by an angle and distance input from the base point P1 press 4 or select AZ H 7 Ae H in the Input menu am Traverse 3 Input Are Enter the base point P1 Ty
14. 63 the Record PT screen appears after each measurement Do one of the following To record the point press ENT To return to the BMS press ESC Note To assign a new feature code to a numeric key pressor to highlight the code that you want to change Then press the Exit softkey in the same way as you use the key in the Basic Measurement Screen BMS 4 To return to the BMS from the Qcode screen press or ESC key In the BMS press to change the default feature code that will appear in the CD field when you record a point Setting the default code When you press in the BMS a window for entering the feature code appears You can use theL ist and Stack softkeys to enter the code 48 Trimble TS662 Construction Total Station User Guide Getting Started 3 Qcode observations To enter the Quick code observation routine press the code Genre softkey HA 4h ey I 1 WAS 92 11 46 In this function you can use the ten numeric keys to S zonn both select a feature code and shoot a point To change the measurement mode for the Quick code observation press the Sett softkey Note In Quick code measurement the Rec mode can only be set to Confirm or ALL key The HOT key menu is available on any observation screen To display the HOT key menu press HOT Changing the height of the target To change the height of the target press to display the HOT menu Then either press 1 or
15. Comm softkey N Parity Hone Stop bit 1 As each record in the current job is output from the Connect Cable instrument downloaded the current line number is Job name 1TE 321 updated Send Records 1257 After downloading is completed you can choose to Delete JOB delete the current job Joh name SITE S21 To delete the current job press 4 To return to the Basic Al Measurement Screen BMS press or the Abr t __ Are you Sure softkey Abt DEL Uploading coordinate data To upload coordinate data from a computer press 2 or Communication select Lie load YZ in the Communication menu Download The default data format appears To change the order of jniqaq oY data fields press the Edit softkey For more Joh name HITE OHSa information see Advanced feature Editing the data Format PLANES aecoey i order for upload page 143 A eaneGee B Otherwise just press ENT Job Comm Edit Note Press the Jat softkey to go to the Job Manager screen For more information see Job Manager page 106 To change the communication settings press the Camm softkey The serial port settings must match the settings used by the terminal software on the computer n Stop bit 1 Port selection field appears in the Communication menu only when the optional Bluetooth wireless technology is on board 142 Trimble TS662 Construction Total Station User Guide Menu Key 5 Use an RS 232C cable to connect
16. ENT 3488 88 GOB HBH The display returns to the BMS 4 48 76 Trimble TS662 Construction Total Station User Guide Applications 4 Two point resection along a known line 1 To enter the Known Line function press 7 or select Enown Lire in the Stn Setup menu 2 Enter a known point as P1 Ifyou enter a new point name a coordinate input screen appears Sight P1 and press or to take a F measurement Press ENT 96 36 157 ENT T 623 m Six 9 881 m Press EHT to next ii 3 Choose how you want to define a known line To define the line by entering P2 coordinates press 1 or select Bi Coord To define the line by entering the azimuth press 2 or selects Anale 4 Ifyouselectf Ariaie the azimuth input screen appears Enter the angle value and press ENT A measurement screen appears 5 Sight P2 and press or to take a HD pee ase ri measurement Press ENT SD fii i T i PT2 amp Press MSR After the measurement to P2 is completed the STH coordinates of the station are calculated Hoa 08 465 t 166 8127 6 To record the station press or the FEC softkey 7 To check your measurement press the SF c softkey If you defined the line by entering its 12 835 m azimuth HD and VD between P1 and P2 are 4 646 m displayed Press EHT to finish DSP REL If you defined the line by entering the P2 coordinates the difference of HD dHD and VD dZ
17. Getting Started List display Available jobs or data appear in a list display when you do any of the following e view or edit data MEHL gt Data e open the code list point list or Job Manager MENL Job e search for points or codes In the list the current cursor position is shown in reverse video it appears as white text on a black background Press J or v move the cursor one line up or down If the Page Up icon amp appears there are more pages before the current page Press lt to move up one page If the Page Down icon amp appears there are more pages after the current page Press to move down one page To select an item from the list move the cursor onto the item and press ENT Inputting data Entering a point name or number You can use numeric or alphanumeric names up to 16 characters long to identify points The default name for a new point is the last point name entered with the last digit incremented For example if the last point name was A100 the default name for the next point is A101 Ifthe last character of the previous point name is alphabetic the default point name is the last point name When the cursor is in a PT point field there are several ways to specify a point or input coordinates Entering an existing point When you enter a known point name or number the Trout Station coordinates of that point are displayed briefly A short beep sounds before the next screen
18. Height of Inst and edit or replace the text Note If you have set Split ST to Yes the ST field defaults to the last recorded ST value 1 For more information see Others settings page 126 11 BS defaults to the first observed point To change lt T 9005 the BS press the Charge softkey H a 12 Select the BS point that you want to use and Select BS paint press ENT 30 N POLE zal 13 To finish the resection setup move the cursor to ST 9 a5 the BS field and press ENT HT Note The minimum data required for a resection is REC STH 5 either three angle shots or one angle shot and one Select Backsight PT of distance shot If you use a distance shot the distance between the target points must be greater than the measured distance Stn Z is calculated from distance measured data If no distances are measured then Stn Z is calculated using angle only measurements to points with 3D coordinates Advanced feature Viewing and deleting a measurement in resection To check the measurements to each known point press View Shots the ii eis softkey on the calculated STN sigma or E Me screen 3 A H POLE S02 Add DEL Trimble TS662 Construction Total Station User Guide 73 4 Applications dHA Distributed HA errors in each direction z 4 19 a dVD VD errors between measured distance and 8 876 m calculated distance 4 861 m dHD HD errors between measured distance and PT K 65 calculated
19. Oo characters To check the job settings press the Set t Create Job softkey Job name 826624 6 To create a new job using the current job ENT to create JOB settings press or the fk softkey Sett for Job settings i Abrt Sett Job settings The following settings are set when a job is created and cannot be changed This ensures that the data in a job is correctly stored in the database and that all necessary corrections are applied when you store each record Scale Factor 0 999600 to 1 000400 Job Sett pee T P correction ON OFF Scale Sea Level ON OFF T F an C amp R correction OFF 0 132 0 200 a Sea l 7 Angle unit DEG GON MIL Distance unit Metre US Ft l Ft Temp unit C F Distance Metre Press unit hPa mmHg inHg Temp Press hPa Note If you select US Ft or I Ft an additional settings screen appears Use this screen to specify whether to display values in Decimal Ft or Ft Inch VA zero Zenith Horizon Compass AZ zero North South Order NEZ ENZ AZ zero North HA Azimuth 0 to BS Urder NES HA Azinuth Trimble TS662 Construction Total Station User Guide 107 5 Menu Key To move between fields press or v Alternatively to move to the next field press ENT To change the setting in the selected field press lt or 5 To confirm the job settings and create the job press in the last field HA These settings are separate from other temporary settings Deleting a job X T
20. Settings To configure the transmission speed and other settings goto MEHL gt Settings gt Comm For more information see Communications page 125 gt Hon Stop bit 1 Nikon raw record formats Coordinate records type One of the following codes UP Uploaded point MP Manually input point CC Calculated coordinate RE Resection point pt Point number pt id Point ID northing Northing of the coordinate easting Easting of the coordinate elevation Elevation of the coordinate code Feature code Station records ST Station record identifier fixed text stnpt Station point number stn id Station ID bspt Backsight point number bs id Backsight ID hi Height of instrument bsazim Backsight azimuth bsha Backsight horizontal angle 172 Trimble TS662 Construction Total Station User Guide Communications 9 Control point records CP Control point record identifier fixed text pt Point number pt id Point ID ht Height of target sd Slope distance ha Horizontal angle va Vertical angle time 24 hour time stamp code Feature code Sideshot records ss H T SS Sideshot record identifier fixed text pt Point number ht Height of target sd Slope distance ha Horizontal angle va Vertical angle time 24 hour time stamp code Feature code Stakeout records SO Stakeout record identifier fixed text pt Recorded point number sopt Original number of point staked ht Height of
21. alphanumeric mode enters M N O or 6 Executes the function that is assigned to the key In numeric mode enters 1 In alphanumeric mode enters P Q R S or 1 Executes the function that is assigned to the key In numeric mode enters 2 In alohanumeric mode enters T U V or 2 Opens a window where you can enter a code The default code value is the last code entered In numeric mode enters 3 In alohanumeric mode enters W X Y Z or 3 Displays the HOT menu which includes Height of Target Temp Press Target Note recording and Default PT settings In numeric mode enters minus In alohanumeric mode enters period minus or plus Displays the Bubble indicator In numeric mode enters 0 In alphanumeric mode enters a space or 0 Switches the screen in the observation function where two or more displays will be provided In other functions works the same as on the Face 1 keyboard has been pressed Details page 64 page 66 page 68 page 79 page 97 page 85 page 53 page 52 page 48 page 49 page 51 Trimble TS662 Construction Total Station User Guide 41 3 Getting Started Key Function Details Face 2 Sets the horizontal angle to 0 in the observation function When OSET the menu or list is displayed moves the cursor to the previous A CJ item Face 2 In the observation function starts distance measurement with the MSR measurement mode a
22. an abort occurs the calibration light s will blink rapidly and battery charging will be re enabled Trimble TS662 Construction Total Station User Guide 25 2 Preparation Detaching and reattaching the battery pack Detaching the battery pack N CAUTION Avoid touching the contacts on the battery pack 1 Ifthe instrument is turned on press to turn it off 2 Turn the battery box release knob counterclockwise open the battery box cover and remove the battery pack from the battery box Inserting the battery pack Before inserting the battery pack clear any dust or other foreign particles from the battery contacts 1 Turn the battery box release knob counterclockwise and open the battery box cover 2 Put the battery pack into the battery box Insert the battery pack with the connectors bottom first facing inside 3 Close the battery box cover and turn the knob clockwise until the secure click sound is heard N CAUTION If the battery box cover is not closed this could adversely affect the watertightness of the instrument 26 Trimble TS662 Construction Total Station User Guide Preparation 2 Setting up the tripod A N CAUTION The tops of the tripod ferrules are very sharp When handling or carrying the tripod take care to avoid injuring yourself on the ferrules HOD oS 8 Open the tripod legs enough to for the instrument to be stable Locate the tripod directly over the station point To check th
23. appears or the next field is selected 54 Trimble TS662 Construction Total Station User Guide Getting Started 3 PT ATHH CO FEWCE 479561 348 18388 586 o2 876 Note To cen ie ane cha the OU window display go tot kiires gt Others Jo Y disp ng Unit US Ft leave the ae en until y yoi press em ENT set the XYZ Split ST Yes disp field to ENT For more information see page 126 CO Input i4123 Language Enalish Entering a new point When you input a new point name or number a coordinate input screen appears Enter the points coordinates in NE NEZ or elevation only Z format Press on the last line the CD field to store the point in the current job Pressing without a point name To use a point without recording the coordinates press in a PT field without entering a point name List Stack The input coordinates are used in the calculation They are not saved in the database This PT will not be recorded Specifying a wildcard If you include an asterisk when youenterapointor fragt pi gear H code name a list of points that match the entered text ras appears MsrPT List Stack Trimble TS662 Construction Total Station User Guide 55 3 Getting Started Use Jor v to move the cursor to the point that you want to use Then press ENT Ifthe Page Up E or Page Down icons are displayed use or gt to page up or page down the list When you select a point from the l
24. bee onde ek aeoe aoe he eee es 160 System Diagrams 12 aaan 163 WOM COMPONCIS prer wake es hadee ue see Reeds besee bat ean seo eee ee 164 Communications 0 2 167 Uploading coordinate data x 5 64 6544 068 65555 42S SHANE oe GOS SH ESE Gas 168 Sr EE E ee ee ee ee ee 168 PECON O a aac seman LOG 8b bees Abe eee ee ee o Gee oe eee oa 168 Uploading point listsand code lists ieceeieuga teehee eta matii do ia es 170 a a ate a ee ee be ee oe a ee ee 170 FUCTOUMGUso a48 6485 PRG Re eee Cee eae eee esha eens Benes oes 170 DAO O on cehea pee oo 4e See yes E MR Boe ee ae noes ery 171 Downloading data sses o e g a bee ea Hee RO RE Ee A kee ee ee ae 172 Oo es Sedee te we see ge eee res hee acess roost be see eee ee 72 Nikon raw record formats 424 ae ote ete d es oe hee She oe eee Ee ee 172 SDR2x and SDR33 record formats 2 eee ee ees 175 Data Cease 25 9 amp OA o 2 8 6 64 eG HASSE ER OG EEO Dee ee OA eee oe ea 179 Error Messages 2 2 ee ee eee 183 POC ee ewer eek eee neem neeee bea aeeneueeseeedee eg hee bees sees ea ee 184 CO ae ere ee ee ee ee ee eee ee ee ee ee ee ee ee ee 184 COMMMUMICANONS 62o2e cheb et oeaere een a een ea hat bare nee 20 OSs Sa wo 184 Dol testes bee eee eee os eae eee ee Oe ee age ee os oe ee ee ee ee Oe 185 JOO MONACCE goa eke rerep ee tue te eeeteneeee eek pene one es 5 4e545 5554 186 PIOUS tpete sda 6454 24a eb Ga Be ee RO Soe ee ee eae eee es 186 aare W404 came dhe yee eee oe be ee ee ee
25. between your measurement data and input coordinate data are displayed Trimble TS662 Construction Total Station User Guide 77 4 Applications 8 Enter the station name the height of instrument HI and a feature code CD if required The station name defaults to the last recorded PT 1 or last recorded ST 1 depending on the Split ST setting 9 Backsight BS defaults to the first point P1 To change it highlight the BS field and then press the Charge softkey 10 To finish the setup and record the station press in the BS field HT REC STH E Select Backsight PT Sample records CO Temperature 20C Pressure 1013hPa Prism 0 ST 9005 265 1 2350 150 40300 150 40300 F1 265 1 6040 79 0010 90 30150 89 35260 F1 200 1 4590 50 2300 269 4035 93 50110 CO P1 P2 HD 122 0350 VD 0 5600 78 Trimble TS662 Construction Total Station User Guide Applications 4 Stakeout Height of target To display the Stakeout menu press S O gt takeout i i HD OP RYE 54 DivLine 5 0 g RefLine 5 0 Specifying the stakeout point by angle and distance 1 To display the input screen for the distance and angle to the target press 1 or select HH HE in the Stakeout menu 2 Enter the values and press ENT HD Horizontal distance from station point to stakeout Input Anale amp Dist point dVD Vertical distance from station point to stakeout point HA Horizontal angle to stakeout po
26. care not to short circuit the contacts Short circuits can cause the battery pack to catch fire or burn you WARNING Never burn or heat the battery Doing so may cause the battery to leak or rupture A leaking or ruptured battery can cause serious injury WARNING Before storing the battery pack or battery charger cover the contact points with insulation tape If you do not cover the contact points the battery pack or charger may short circuit causing fire burns or damage to the instrument WARNING The battery is not itself waterproof Do not get the battery wet when it is removed from the instrument If water seeps into the battery it may cause a fire or burns Cautions gt D Before using the instrument read the following cautions and follow the instructions that they provide CAUTION Use of controls adjustments or performance of procedures other than those specified herein may result in hazardous radiation exposure CAUTION The tips of the tripod ferrules are very sharp When handling or carrying the tripod take care to avoid injuring yourself on the ferrules CAUTION Before carrying the tripod or the instrument in the carrying case check the shoulder strap and its clasp If the strap is damaged or the clasp is not securely fastened the carrying case may fall causing personal injury or instrument damage CAUTION Before setting up the tripod make sure that no one s hands or feet are underneath it
27. changes or modifications not expressly approved by the party responsible for compliance could void the user s authority to operate the equipment NOTE This equipment has been tested and found to comply with the limits for a Class B digital device pursuant to part 15 of the FCC Rules These limits are designed to provide reasonable protection against harmful interference in a residential installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be determined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures Reorient or relocate the receiving antenna Increase the separation between the equipment and receiver Connect the equipment into an outlet on a circuit different from that to which the receiver is connected Consult the dealer or an experienced radio TV technician for help Canada RSS 210 Low Power Device Operation is subject to the following two conditions 1 This device may not cause interference and 2 this device must accept any interference including interference that may cause undesired operation of
28. criteria an error screen appears Press any key to return to the data screen PT Hot Found Press any key Searching coordinate records In the XYZ screen press the Sr ch softkey to access the YF XYZ data search function DE 2 a P 2h UP HES MANHOLE DP zand OOOO O To find a coordinate by name enter the name in the PT field and press twice You can use the asterisk as a wildcard For example Search y when you enter SH in the PT field the search Type MP matches the points named 500 500 1 500 A and 5000 PT CD Note To search by point type move to the Type fieldand Search ys use lt or gt to change the selected point type The options Type are ALL MP UP CC and RE PT 136 Trimble TS662 Construction Total Station User Guide Menu Key 5 If more than one point matches the search criteria the matching points are displayed in a list Use Jor v to highlight the point you want to use Press to select it Detailed data for the selected record appears Press the SF softkey to change the fields shown ae HA 286 l JH BHG Press to return to the list PT Sau i CO 2FENCE DEL Edit Note Ifno point matches the specified criteria an error Search ys screen appears Press any key to return to the data screen PT Hot Found Press any key al Entering coordinates In the XYZ screen press the Imfut softkey to display a new input point s
29. distance HT 1 652 m T Co D D S EE To delete a measurement because of large sigma values for example highlight the measurement data or display the detail screen for the measurement Then press the DEL softkey The STN coordinates are automatically recalculated To continue resection observations press the Add Input PTS softkey The input screen for the next PT appears Setting up the station quickly without coordinates The station point ST in this function defaults to a new point number For the new point MP 0 0 0 is stored as the coordinates When the ST is manually changed to a known point name the station is set up on the coordinates of the known point 1 To enter Quick Station setup press 3 or select Str ae fiiick in the Stn Setup menu a gt known 2 Resection J B son Remote Bh i i BS Check ST Station point defaults to the last recorded PT 1 Guick Station or ST 1 depending on the Split ST setting Buick Statio HI Height of instrument BS Backsight point blank AZ Backsight azimuth defaults to zero 2 No default PT is assigned to the BS Leave this field blank or enter a BS point name 3 The backsight azimuth AZ defaults to zero but you can change this 4 To complete the station setup sight the BS and press ENT When you press in the AZ field both HA and AZ are reset to the value you have entered Note Even if both ST and BS are known points this func
30. eee 79 Checking and resetting the backsight direction 002000 75 Two point resection alongaknownline 2 0000 eee va O 6a Coens heh daaeee hae eh G8 Oe Os eee eRe ee eee eke eee 79 Specifying the stakeout point by angle and distance n n aaau aaa 79 Specifying the stakeout point by coordinates nnana naaa 81 Advanced feature Specifying a stakeout list by range input 82 DIVING O 42 eee cake eee eta ee ee nee ane eeee et Rete Sosa aoe ees 83 ROLE O GO cn bSoedahed ee adeeb nee ame eae han one es bees ened o 84 Prona INEYs 24 6 sag ae 25 bo 6 BO OE Ee be ee ee Oe ee Re GM eee e ow Oe 85 Measuring distance and offset values along a specifiedline 85 Measuring distance and offset values on the arc curve 04 87 10 Trimble TS662 Construction Total Station User Guide Contents Remote distance MieaSsUemiCNls24ce 862406 K hua REM EO SHEER ODES SY HD DEE 89 Measuring remote elevations e eae 4244 64 55 244 24409444488 2S oe Ree ea a 91 Measuring distance and offset values on the vertical plane 92 Measuring distance and offset values on the slope 00005 94 Recording Measurement Data naana aaa bee eee bbe ewe De EES 95 Recording data from any observation screen 0 eee eee eee 95 Outputting data to the COM port 4 4 lt ivghaebeeeee een eee eeereGeae he a 96 Measuring OSES a cead pare ee saab Ree ee eae 6 eee eee eae beh bee eee ee oe
31. eyes immediately rinse your eyes with clean water and seek medical attention Do not rub your eyes If battery fluid gets onto your skin or clothing immediately use clean water to wash off the battery fluid WARNING Charge and use the rechargeable Lithium ion battery only in strict accordance with the instructions Charging or using the battery in unauthorized equipment can cause an explosion or fire and can result in personal injury and or equipment damage To prevent injury or damage Do not charge or use the battery if it appears to be damaged or leaking Charge the Lithium ion battery only in a product that is specified to charge it Be sure to follow all instructions that are provided with the battery charger Discontinue charging a battery that gives off extreme heat or a burning odor Trimble TS662 Construction Total Station User Guide gt Pe B B D Preparation 2 Use the battery only in equipment that is specified to use it Use the battery only for its intended use and according to the instructions in the product documentation WARNING To charge the battery pack use only the battery charger and AC adapter that are supplied with the instrument Do NOT use any other charger or you may cause the battery pack to catch fire or rupture The enclosed battery pack cannot be used with other chargers WARNING Do not cover the battery charger and AC adapter while the battery pack is being recharg
32. indicates that tilt correction is off An underscore _ under the tilt correction character indicates that Sea Level Correction or Scale factor is applied page 47 keys If you use a function frequently in the field you can assign it to the or key Whenever you press a key the function that is assigned to that key is activated directly The following functions can be assigned to the keys e Input HT e BS Check e Base XYZ e Default PT e Select Target e Input Temp Press e Input Note e The following menus or a single function from one of these menus Cogo O S PRG By default Input HT is assigned to UsR1 and no function is assigned to USR2 Hold down the key for one second to display the USRI list of functions that can be assigned to the key The HT currently assigned function is indicated by an asterisk B3 Check beside the function name i 5 ETA DT To change the function that assigned to the key press Target or v to highlight the function Then press ENT If an item on the list has an arrow gt beside it this SE Select Functions item is a menu If you highlight a menu item and then Baza SYF press ENT a sub menu appears Default PT Target ofS 52 Trimble TS662 Construction Total Station User Guide Getting Started 3 The first item on the sub menu ends with the text Cogo MENO MEHL Ifyou select this item the whole menu is H Inverse assigned to the key 7 ee ann
33. instrument touch any other conductive material once to remove static electricity Trimble TS662 Construction Total Station User Guide 161 7 Specifications 162 Trimble TS662 Construction Total Station User Guide In this chapter Trimble TS662 Construction Total Station User Guide 163 8 System Diagrams System components Tubular Compass UD Tubular compass attachment C Battery charger A plug adapter TS662 Solar filter total station Connecting cable 9 pin USB Low power eyepiece Ss High power eyepiece Personal computer YEP Figure 8 1 Measurement side 164 Trimble TS662 Construction Total Station User Guide System Diagrams 8 Coaxial target plate for single prism Target pole Mini ori h ider Tiltable single prism holder ingle prism C single prism holder e Mini prism adapter Prism adapter Height adjustment adapter is not used Tribrach adapter 15 Sa Na o T Eae Tripod for telescopic prism pole Nikon tripod Figure 8 2 Prism reflector side Note You must use the TS662 total station with the Tribrach W30 or W30b Trimble TS662 Construction Total Station User Guide 165 8 System Diagrams 166 Trimble TS662 Construction Total Station User Guide Communications In this chapter m Uploading coordinate data m Uploading point lists and code lists m Downloading data CHAPTER Trimble TS662 Construction Tota
34. j ii P ane in the Programs menu py r 27Plane E Pa 2 Enter two points to define the plane Input Plane Pl To enter the point by direct measurement press the H r FT softkey When you press the MSF softkey a temporary Ha 147 7 o 117 observation screen appears 98 27 46 ii 3 Press or MSR2 The Record PT screen appears 4 Enter a value in the PT and CD fields Press ENT 92 Trimble TS662 Construction Total Station User Guide Applications 4 5 Enter the second point on the vertical plane Input Plane P2 Press ENT MsrPT List Once the plane is defined the calculated Sta and dZ Pl i values are updated as you move the telescope No ota v2 61 m distance measurement is required d 3 847 m Sta Horizontal distance from P1 to the Sta Distance from F target point along the baseline along the Fl F Line dZ Vertical distance from P1 to the target point Using to switch between display screens Press to switch between the plane display screens The following screens are available PLN1 PLN2 PLN3 Every time you press DSP the next screen appears If you press in the last screen PLN3 the PLNI screen appears To record the point press on any screen V PLN1 3 Ha 40 29 117 to V PLN3 3 VAs 89 87 46 SD T9 402 m Enter PT and CD Then press ENT PT 7H List Sample records CO Vertical Ref Plane Pt1 516 A1 Pt2 530 CO Sta 68 021 dz 17 459 S 30123 A48
35. keys MSR DSP USR S O and DAT To access this menu press 6 or select i sez K ess in the MENU screen 144 Trimble TS662 Construction Total Station User Guide iam in the Communication 1 Download Upload STZ A ode Lizt Upload CogdeLizt g Current List is replaced by the uploaded List Abert Comm Upload CodeLlist Code 156 k APEC F Press ESC to abort Menu Key 5 key settings To change settings for the and keys press lsec Keyvs 1 bes a or select MSE in the lsec Keys menu There are two keys e To change the settings for the key press HE or select MSF1 e To change the settings for the key press or select HSE F Each key has five settings In the Const and AVE fields use the numeric keys to enter values In the other fields use lt or 6 to change the settings Bee mada 8 T Tip You can also access the settings screen by holding down MSR1 or MSR2 for one second key settings To change the display items in the BMS and in Stakeout lzec Keys observation screens press 2 or select SF in the F lsec Keys menu gt Change USP formats in BHS 5 0 To move the cursor use lt or v To change the ISP TasPats display item press either the softkey or the 4 softkey E A To save the changes press at the last line of lt D HD lt DSP3 gt or press the Sause softkey N ITS Tip You can also access the DSP
36. l Press orselectBrna Gist inthe Intersection Intersection menu aa t Brng Brng Ena Dit Brng Dist calculates the intersection point i 4 Dist Dist formed by one line and one distance radius bs py Pt Line Fi 2 Enter a point on the line The line can be defined by two points or by a Pi point and an azimuth Z 3 Enter the second point P2 as the center of the circle 118 Trimble TS662 Construction Total Station User Guide Menu Key 5 4 Enter the distance from P2 To define the distance HD by two points press the Ft softkey To calculate the coordinates of the intersection point press in the HD field 5 If there are two results the first solution appears graphically relative to the P1 P2 line To display the second solution press lt or 5 6 To record the point press when the required solution appears Solution E gag gge 7 Enter a Z coordinate if necessary 839 366 8 To move to the PT and CD fields press ENT 347 665 Sample records CO Int BD P1 4672 AZ 330 54175 0 00000 CO P2 71 HD 100 0000 CC 504 839 3065 347 6682 SIGN Calculating a distance distance intersection l Press or select hist fist in the Intersection menu 2 Enter the first point name and press ENT or press input Pi the MSF softkey to measure directly to the point Pl HD 3 Enter the distance from P1 and press ENT 4 To define the distance HD by two points press
37. name gt Trimble TSG current temperature pressure date and time Temp FAFE The display automatically changes to the Press 1 i3hFa electronic level after 2 seconds Note If you have entered your name or your companys TRIMBLE CONSTRUCTION name in the Owners detail field the text from this field Trimble TS662 appears on ue ee screen To set the Owners detail Temp 2 H C field go tot Settings Others For more Pross 1A13hPa Doae see or 127 z Turning off the instrument To enter the power off process press and ENT Then do one of the following Press To again turn off the instrument the Reset softkey reboot the program and re start the instrument the softkey put the instrument into power saving mode ESC cancel the power off process and return to the previous screen Note If you press the Reset softkey the software is rebooted and the Basic Measurement Screen BMS appears without an open job Sleep mode Ifyou press the 1 eepe softkey in the Press OFF screen or enable the Power Save setting see Power saving page 124 the instrument goes into sleep mode Sleopirid When the instrument is in sleep mode it wakes up if any of the following occurs e You press a key The instrument receives a remote control command You rotate the alidade e You tilt the telescope 38 Trimble TS662 Construction Total Station User Guide Getting Started 3 Changing regional confi
38. output external power input connector is used Reticle plate cover The carrying case is designed to be watertight but you should not leave it exposed to rain for an extended period If exposure to rain is unavoidable make sure that the carrying case is placed with the Nikon nameplate facing upward The battery pack contains a Lithium ion battery When disposing of the battery pack follow the laws or rules of your municipal waste system The instrument can be damaged by static electricity from the human body discharged through the data output external power input connector Before handling the instrument touch any other conductive material once to remove static electricity Be careful not to pinch your finger between the telescope and trunnion of the instrument Trimble TS662 Construction Total Station User Guide 19 1 Introduction 20 Trimble TS662 Construction Total Station User Guide Preparation In this chapter Unpacking and packing the instrument Charging the battery pack Detaching and reattaching the battery pack Setting up the tripod Centering Leveling Sighting Setting the measurement mode and preparing the target Measurement in reflectorless mode Preparing the reflector sheet m Setting up the prism reflector Face 1 Face 2 measurements CHAPTER Trimble TS662 Construction Total Station User Guide 21 2 22 Preparation Unpacking and packing the instrument Note Handle t
39. settings screen by holding down for one second key settings To change the functions that are assigned to the isec Keys and keys press 3 or select USF in the 1 MSR lsec Keys menu aes Trimble TS662 Construction Total Station User Guide 145 5 Menu Key There are two keys The function that is assigned to each key appears beside the key name To change the settings for the key press 1 or select USF 1 To change the settings for the key press 2 or select SEZ In the Select Functions screen the asterisk indicates the function that is currently assigned to the key To highlight a function use or v To assign that function to the selected key press ENT key settings To enter the Stakeout settings screen press 4 or select S 00 in the lsec Keys menu There are two Stakeout settings For more information see Stakeout page 125 key settings 1 To change the settings for the key press 5 or select HATI in the lsec Keys menu The asterisk indicates the currently selected view format 2 To move the cursor use or v 3 To change the format displayed by DAT press ENT 146 Trimble TS662 Construction Total Station User Guide USE key 1 AA Area amp Per im gt 2 JSR Targets taag Select Functions oes PRG Temp Press lsec keys 1 MSR 2 DSF lsec keys 1 MSR 2 DSP e gt Set Data type 3 USR to view it by u 0 one touch key
40. target sd Slope distance ha Horizontal angle va Vertical angle time 24 hour time stamp Trimble TS662 Construction Total Station User Guide 173 9 Communications F1 F2 records pt ht sd ha va time One of the following F1 Shot taken using Face 1 fixed text F2 Shot taken using Face 2 fixed text Point number Height of target Slope distance Horizontal angle Vertical angle 24 hour time stamp Comment note records oil CoO text Comment record identifier fixed text Comment text 174 Trimble TS662 Construction Total Station User Guide Communications 9 SDR2x and SDR33 record formats Header record ver 000 datetim an dis press tem coor 0 e g t p 1 4 5 20 21 24 25 40 41 42 43 44 45 46 Instrument record OONM ver 0000 datetime ang dist press temp coor Header record identifier fixed text SDR download version One of the following SDR20V03 05 SDR2x SDR33V04 01 SDR33 Not used Download date and time in hours and minutes Angle units One of the following 1 Degrees 2 Gons 4 Mils Distance units One of the following 1 Meters 2 Feet Pressure units One of the following 1 mm Hg 2 In Hg 3 hPa Temperature units One of the following 1 Celsius 2 Fahrenheit Coordinate order One of the following 1 NEZ 2 ENZ Not used serNo 1 zero VA Instrument record identifier fixed text Instrument make
41. the averaged distance appears after the last shot The field name SD changes to SDx to indicate the averaged data Note To change the height of target HT temperature HOT key or pressure press HOT For more information see HOT BHT key page 49 2 Temp Press 62 Trimble TS662 Construction Total Station User Guide Getting Started 3 Note Settings that relate to corrections T P corr Sea zdob Sett 1 52 Level C amp R corr and Map projection are included in the Scale job settings These settings are job specific If you need to aa Tavel ae change any of these settings you must create a new job CAR corr 6 132 For more information see Job settings page 107 and Settings page 122 Measurement settings To view the measurement settings hold down or for one second Target Const Use or vy to move the cursor between the fields Use Mode AME or gt to change the value in the selected field Bor mode Confirm Field Values Target e Prism e N prism Const prism constant 999 mm through 999 mm Mode e Precise e Normal AVE Average count 0 Continuous through 99 Rec mode One of the following e MSR only e Confirm e ALL Target field If the measurement is started with the Target field set to Prism there is a dash in front of the prism constant 46 29 117 BJT 467 If the measurement is started with the Target field set to 30nn fi N prism there is a sq
42. the value in the CD field is used You can use the REC field to use familiar words or codes Menu Key 5 Has 16 characters Edit Item H Hi verwrite Edit Code CO MAHHOLE REC Item for record amp can be diff tram CO on the screen but store a numeric code in the job For example if you set the CD field to MANHOLE and the REC field to 1155 the text MANHOLE appears on the screen but the code 1155 is stored Note If you press theEdit softkey when a layer name appears only the Lyr field appears To save changes to the layer name press in the Lyr field Edit Layer HAs 16 characters Trimble TS662 Construction Total Station User Guide 139 5 Menu Key Adding a point name In the point list press the Add softkey to add a new point name to the current layer Enter a new point name and then press ENT The point name is added to the current layer and the list is updated Adding a code In the code list press the Aded softkey to add a new feature code to the current layer Enter the feature code in the CD field Press to change between alphabetic and numeric input mode You can use the REC field to define a numeric identifier for each feature code This is optional If there is a value in the REC field this value is stored If you leave the REC field blank the CD value is stored Press to add the new code and update the code list 140 Trimble TS662 Construction Total S
43. the Ft softkey 5 Enter P2 and the distance from P2 HD 6 To calculate the coordinates of the intersection point press in the HD field Trimble TS662 Construction Total Station User Guide 119 5 Menu Key 7 Press lt or 3 to display the second solution NIST DIS 8 To record the point press when the required solution appears 2346 SB4 i 50 O46 9 Enter a Z coordinate if necessary Press to move to the PT and CD fields Sample records CO Int DD P1 486 HD 330 6020 CO P2 7 HD 100 0000 CC 505 236 5817 50 0461 0 0000 Calculating a point line intersection 1 Press 4 or select Ft L ire in the Intersection menu 2 Enter the first point name and press ENT or press the MSF softkey to measure directly to the point enter another point name on the line 4 Enter the perpendicular point to the line or press the HS softkey to take a measurement to the point 5 To calculate the coordinates of the intersection point press ENT IfP1 and P2 are 3D points the Z coordinate of the 4567 408 perpendicular point is calculated relative to the 88 146 P1 P2 slope 6 Enter PT and CD then press to record the point Sample records CO Int PtLine P1 38 AZ 90 00000 0 00000 CO P2 506 CC A 123 4567 3080 200 1467 1 2056 POT 120 Trimble TS662 Construction Total Station User Guide Menu Key 5 Advanced feature Entering angle and distance offsets To display the offset input screen
44. the PT value HT 1 588 m A hash symbol indicates that tilt correction is off An underscore _ under the tilt correction character indicates that Sea Level Correction or Scale factor is applied MODE key Use the key to change the keyboard mode for the current screen Changing input mode while entering points or codes When the cursor is in a point PT or code CD field Focord PT press to change the input mode between PT 182 alphanumeric and numeric 1 The input mode indicator in the status bar changes to Recard PT show the current input mode PT 182 Note When the cursor is in a height HT field only numeric input mode is available Pressing has no effect when the cursor is in a HT field Trimble TS662 Construction Total Station User Guide 47 3 Getting Started Quick code measurement mode 1 To activate Quick code measurement mode F ress MODE in the BMS 46 79 11 89 Ay 467 oD 345 676 m The PT field shows the default point name code HA 46t 29 11 2 Press any numeric key 0 through 9 to start YA 97 11 46 measuring and recording points aD A list of the numeric keys and their assigned feature codes appears on the right side of the screen For example when you press 6 the code Heade assigned to 6 is selected and the instrument HH 4g l I starts a measurement ae we a 3 Ifyou have set the record mode to Confirm see Measurement settings page
45. the device European Union countries Iceland Norway Liechtenstein Turkey Swiss EN300 328v1 7 1 EN50360 satisfied Hereby Nikon Trimble Co Ltd declares that this instrument is in compliance with the essential requirements and other relevant provisions of Directive 1999 5 EC Declaration of Conformity available at http www nikon trimble com RF exposure compliance To comply with FCC IC RF exposure compliance requirements a separation distance of at least 20 cm must be maintained between the antenna of this device and all persons This transmitter must not be co located or operating in conjunction with any other antenna or transmitter Safety For your safety read this instruction manual carefully and thoroughly before using the TS662 construction total station Although this product is designed for maximum safety using it incorrectly or disregarding the instructions can cause personal injury or property damage You should also read the documentation for any other equipment that you use with a TS662 instrument Note Always keep the manual near the instrument for easy reference Warnings and Cautions A A The following conventions are used to indicate safety instructions WARNING Warnings alert you to situations that could cause death or serious injury CAUTION Cautions alert you to situations that could cause injury or property damage Always read and follow the instructions carefully Warn
46. the instrument tothe Connect Cable computer Job name HIKONSO The Free space field shows the number of points that Records Sate can be stored Free space 4bHS Press to put the instrument in receive mode Then use the Send Text File command in the terminal program on the computer to start sending data Note In the terminal program set flow control to Xon Xoff As each point is received by the instrument the valuein Connect Cable the Records field is incremented Tok name HIKE OHS Records S55 1 5 Note If you press during data upload the upload is Pross ESC to abort canceled and the display returns to the Communication menu Records that were received before you pressed are stored in the job Note The system truncates any code that is longer than 16 characters Note Duplicate points If the existing point is a UP CC or MP record and it is not referred to by any ST or BS it is automatically overwritten by the uploaded point No error message appears Advanced feature Editing the data order for upload 1 To open the Data Fields screen press the Edit Connect Cable softkey Job name SITE S21 Send Records 1257 Turn on the on off a Abrt Bd 2 To move between the fields press lt or gt Data Fielda 3 To change the selected item in a field use the FT N ILE ILE IL and softkeys The options are PT N E Z CD gt to mowe cursor a or blank 4 To s
47. the selected station in chronological order press again Note Detailed data is as for raw data For detailed information about each point type and format see Viewing raw data page 128 DEL Edit Srch Deleting records Deleting raw records In the RAW screen use Y or v to omc the record that you want to delete Then press the EL softkey DEL Edit Srch A confirmation screen appears To delete the selected Delete PAL record press or the es softkey colsg6 al Are you supe Trimble TS662 Construction Total Station User Guide 131 5 Menu Key Note Ifthe Store DB setting is set to Both the system also H 148 36 167 deletes the corresponding coordinate data when you UA FR 2D Bg delete an SS SO or CP record You can also delete raw gt D 29 315 M data by pressing the WEL softkey in the detailed display pi oe A 187 m screen for the record DEL Edit DSF Deleting coordinate records In the XYZ screen use or v to highlight the record VYF that you want to delete Then press the PEL softkey E 2 od oe HEEE UP HES MANHOLE a UP 28d A confirmation screen appears Delete YF To delete the selected record press or the Yes UP zig softkey l Are you sure To cancel the deletion of data press or the Ho softkey Note You can also delineate coordinate data by pressing the BEL softkey in the detailed display screen for the record PT z064 CO F Note Ifthe record that
48. with the newest MP 54 ae record at the bottom of the screen Use J or v to scroll FP ha UP z603 MANHOLE through the records Use lt or gt to move up or down UE Samd e one page Press to see more detailed information about the selected record PT 2Hb4 CD Note The header XYZ YXZ NEZ or ENZ Ve age on REL Edit the moor Label setting in gt g For more A see Donek pat 124 UP MP CC and RE records All coordinate records contain PT CD X Y and Z fields UP records are uploaded point coordinates MP records are manually input point coordinates CC records are points calculated in Cogo and RE records are points calculated in Resection 130 Trimble TS662 Construction Total Station User Guide Menu Key 5 When the Store data setting is set to RAW XYZ or to XYZ shots in the BMS SS records in various O S functions SS records in 2Pt RefLine and Arc RefLine in PRG SS records and in some Stakeout functions SO records store coordinate records as well The format of the data is the same as other coordinate records View records by station To view acorns eid station press 3 or select S5 50 CF in the Data menu A list of all stations appears Use Jor v to highlight the station name that you want to view Use lt or 5 to move up or down one page DEL Edit sech To view detailed information about the selected station press ENT To display all the observation data from
49. 048500 HT 0000061757 TR PN point name SD HA VA HT when ACK is returned PN is incremented When the Ext Comm field is set to SET 0006662 0804806 0394324 97 SD VA HA Chk SUM 96 Trimble TS662 Construction Total Station User Guide Applications 4 Measuring offsets Measuring taped offsets 1 To enter the taped offset function press 1 or iffet _ select Tare in the Offset menu Up Blape ou a Anale 3 Prism Pole u Line by HA i Input HD of If you have not taken a distance measurement 147 29 117 before entering this function a temporary 98 27 487 measurement screen appears lt 2 Sight the target and press or MSR2 3 Enter offset distances from the measured point Use Jor v to move to the appropriate offset field Right J Left Left Up 4 Right You can enter any combination of taped offset Taped offsets distances to specify the point 8 587 m 4 To go to the recording PT screen press in the last field The calculated coordinates are shown 187 015 5 Enter a PT and CD value 164 172 6 Press to record the point Raw data is also recalculated based on the taped offset value Trimble TS662 Construction Total Station User Guide 97 4 Applications Measuring angle offsets 1 To enter the angle offset function press 2 or select Aris le in the Offset menu oe i Tape 3 Prism Pole 4 Line Ey HA 3 nput AD If you
50. 1 5480 16 4020 40 4720 89 0730 14 22 47 Trimble TS662 Construction Total Station User Guide 93 4 Applications Measuring distance and offset values on the slope Target X1 Y1 Z1 1 To enter the 3 Pt Reference Plane function press Programs or select j We Plane S F lane in the Programs menu Koo a Plane E pa 2 Enter three points to define the slope plane To input Plane Pi enter the point by direct measurement press the MSE softkey If you press in a blank field an input screen TE TETI for temporary coordinates appears These E 188 552 coordinates will not be stored Et 69 528 This PT will not be recorded When you have entered the temporary coordinates Kesed ir Z appears instead of the PT name Note If the plane is defined by two points by selecting 2F t the vertical plane is the same as the plane used in the V Pin function but the indicating factors are Sta and dZ not a and b For more information see Measuring distance and offset values on the vertical plane page 92 94 Trimble TS662 Construction Total Station User Guide Applications 4 Once the plane is defined the calculated a and b values are updated as you move the telescope a 8 214 m No distance measurement is required Bo 4 3582 m a Distance between P1 and the point that is a Distance trom F perpendicular to the target point along the b 075 from Pi P Line P1 P2 line b Length of the perpen
51. 2 Geecwe hb ee eee Oe es eee a a bee ey hed ew ee eee es 141 Downloading Udi se saose s resmina re iae ghee ewan Fees Bee eG a ee 141 Uploading coordinate data 2s o4646 4 RR aash oe ee eR ee E Se Oe BRE ES 142 Advanced feature Editing the data order for upload 143 Uploading a point name list or code list 20 00 00002 2 eee 144 PSEC CVG Deu cethege eee SoS Ee eee eG eGo See oe eGo eee ee 144 MSR Cy seii ose ood Genes Bee ore oe eee aes ter eee wea s 145 DSP key settings see bsy ng Uae hob Oe owe Bey ee eee ee Od Ra ROR SE 145 USR key settings porerne a bee ne ae tin ese ee RoR BESS Ow Aes Hod 145 BOIE ae 4 4 n GEE Ee ke Oe es ea eo yk ee ee ee 146 DAL keyen T e a a ie e enh eed bee ee ee 4 Od ee ee 146 CalbraulOtrs 42 6605 oa eee REDS SESE eee ee a eee ee eee eee ee 147 MMC sbstaehe Gh Ree en eh nee eee ee ed Bee Oe ea Bee ee ee 147 Checking and Adjustment 2 2 00 2 eee ee es 149 Adjusting the electronic level 4 24 ce444 ba EHR bee ad Shee ee EER EG ESO EE ERAGE 150 Checking and adjusting the circularlevel 0 0 0 0 2 eee eee ee eee 150 Checking and adjusting the laser plummet 2 2 0020 150 Zero Point Errors of Vertical Scale and Horizontal Angle Corrections 151 Ce a sea eee Gach we to ect Ge eh oe Be eee eae eee eGo eee he eae 151 G i 2 seket tes eneenee ees eae one eee aan eA eee eee Rhee 151 Checking the instrument CONSiaNy 244634564455 eF84 Oe debess euedeedoead 152 Che
52. 2932 CO Sta 12 6876 Offset 1 3721 dZ 0 0971 SS 17 1 0000 6 9202 18 4700 80 3120 15 48 48 2REF LINE Measuring distance and offset values on the arc curve l Press 2 or selectre Refl irre inthe Progr ams q i i Programs menu 0s 2Pt P ins 5 gH ket Line few 3 ROM CRactial 4 RDMCCont 5 REM 2 Enter the start of the curve point P1 and the azimuth of its tangent line AZ1 3 To enter P1 by direct measurement press the MSE softkey 4 Choose a method to define the arc 1 42 Rad Ale 7 Rad Length g al P2 can be any point on the tangent line that is to exit the curve 5 Inthe radius Rad field enter a positive value for a clockwise curve Enter a negative value for a counterclockwise curve Radl 2 i anticlockwise i Rad clockwise 65 248 m 126 148 m 167 24 BE Trimble TS662 Construction Total Station User Guide 87 4 Applications Sample records PIK NiE gt Ai hs When all factors have been entered the instrument calculates the curve If the curve length Len is too large for a circle of the given radius it is shortened 3 087 M To Press oe switch between display screens DSP Press ENT to record change HT HOT record points ENT Using to switch between display screens Press to switch between the Stakeout display screens The following screens are available ARC1 ARC2 ARC3 ARC4 ee The ARC5 screen is onl
53. 5 Ifyou do enter a P1 P2 distance the QA screen PY Pe Dist appears Compare the entered value and the Input 6 508 m measured distance to check the accuracy of the Measure 9 495 m observation 7 6 To record the point press or the K softkey Sample records SS 14 0 0000 38 9200 271 0350 89 2630 11 04 15 DITCH CO 2Prism O S P1 P2 0 5090 0 5060 P2 Tgt 0 5020 Note In this sample data 0 5090 is the measured value 0 5060 is the entered value Extending a line by horizontal angle offset l To enter the line extension by HA function Offseat press 4 or select Line tes HA in the Offset Tape 2 Arigle menu Pe 7 py 3 YPrisin u Tr 2 Sight the first prism or target and press or ME MSR2 HA 46 29 11 VAs 89 87 467 The display moves to the next screen aL 45 673 m Sight the tst Ft and Press MSR 3 Sight the second prism or target and press Or MSR2 FI ee Ha 5 87 10 Wat 87 09 467 SDs mla Sight the nd Pt and Press MSR Trimble TS662 Construction Total Station User Guide 99 4 Applications 4 Sight the alternative place on the same vertical ine 5 ALT A D2 46 9 WA amp F Ro 467 SD mla line as the required target point Take a HA offset and Fress EHT 5 To calculate the coordinates and the raw data of the target point press ENT 6 To record the point enter a PT and CD value Ha 40 117 and press ENT The
54. 62 Construction Total Station User Guide Applications In this chapter HA Reset and Angle Operations Station setup Stakeout Program Key Recording Measurement Data Measuring offsets CHAPTER Trimble TS662 Construction Total Station User Guide 65 4 Applications HA Reset and Angle Operations To open the Angle menu press in the BMS To Angle select acommand from this menu either press the corresponding number key or press lt or to highlight Faas LFF the command and then press ENT Trout 5 Hald F1 F2 is not supported by single display Setting the horizontal angle to 0 To reset the horizontal angle to 0 press 4 or select 8 Set in the Angle menu The display returns to the Basic Measurement Screen BMS Entering the horizontal angle To display the HA Input screen press 2 or select H Input Ineut inthe Angle menu Use the numeric keys to enter the horizontal angle Then press ENT Note To enter 123 45 50 type 9 The Input Horizontal Angle oe and Press ENT displayed value is rounded to the minimum angle increment Recording a foresight point after repeat angle measurement 1 To activate repeat angle measurement press or selectReret in the Angle menu H BE a7 4 88 BA HF amp appears H HOLD ras 2 Sight the backsight and press ENT ee ra 3 Sight the foresight and press ENT REPT The horizontal angle is accumulated and the
55. 8 2x easting Easting of the coordinate 37 52 33 29 38 2x elevation Elevation of the coordinate 53 68 33 39 54 2x desc Feature code 69 84 33 Observation record O9M stnp p va ha desc C t t 1 4 o9MC Observation record identifier fixed text 5 8 2x stnpt Station point number 5 20 33 9 12 2x pt Observed point number 21 36 33 13 22 2x sd Slope distance 37 52 33 23 32 2x va Vertical angle 53 68 33 33 42 2x ha Horizontal angle 69 84 33 43 58 2x desc Feature code 85 100 33 Trimble TS662 Construction Total Station User Guide 177 9 Communications Job identifier record n 1 4 10NM Job identifier record ID fixed text 5 8 2x jobid Job name title 5 20 33 Note The following fields occur only in SDR33 format 21 1 Point ID length option 22 incZ 2D or 3D coordinates One of the following 1 2D 2 3D 23 T amp Pcorr Atmospheric correction One of the following 1 Off 2 On 24 C amp Rcorr Curvature and refraction correction One of the following 1 Off 2 On 25 refcon Refraction constant One of the following 1 0 132 2 0 200 26 sealev Sea level correction One of the following 1 Off 2 On Note record 13N not M e 1 4 13NM Note record ID fixed text 5 64 note Note text 178 Trimble TS662 Construction Total Station User Guide Data examples Nikon raw data format CO Nikon RAW data format V2 00 CO EXAMPLE5 CO Description SAMPLE DATA OF DOWNLO
56. AD CO Client CO Comments CO Downloaded 22 JUL 2008 18 56 10 CO Software Pre installed version 1 0 0 1 CO Instrument TS662 CO Dist Units Metres CO Angle Units DDDMMSS CO Zero azimuth North CO Zero VA Zenith CO Coord Order NEZ CO HA Raw data Azimuth CO Tilt Correction VA ON HA ON CO EXAMPLE5 lt JOB gt Created 22 JUL 2008 07 09 21 CO S N 213705 MP 1 100 000 200 000 10 000 CO Temp 20C Press 760mmHg Prism 0 22 JUL 2008 07 11 34 ST 1 1 400 55 4500 55 4500 F1 0 0000 90 0000 8 27 58 S 3 1 200 330 706 326 027 20 320 07 13 46 SIGN SS 4 1 250 379 193 300 847 29 084 07 14 24 TREE SS 5 1 218 363 344 328 032 30 105 07 14 57 TREE R SO 1003 1 240 331 220 326 783 19 998 07 18 17 Nikon coordinate data format 1 100 0000 200 0000 10 0000 2 200 0000 300 0000 20 0000 3 116 9239 216 9140 11 8425 TRAIN PLATFORM 4 126 6967 206 2596 11 2539 RAMP 11 100 0045 199 9958 10 0000 13 116 9203 216 9113 11 7157 14 126 6955 206 2579 10 9908 21 100 0103 199 9958 10 0000 31 100 0013 200 0005 10 0000 41 100 0224 200 0331 9 9000 43 116 9263 216 9165 11 8016 CURB 44 126 7042 206 2871 10 8193 DITCH 45 116 9266 216 9160 11 8028 46 126 7046 206 2845 10 8213 CP POINT Communications 9 Trimble TS662 Construction Total Station User Guide 179 9 Communications SDR2x raw data format OONMSDR20V03 05 000023 Jul 2008 18 39 111211 1O0ONMEXAMPLE6 01KI1 TS662 000000 TS662 00000012 0 000 0 000 0 000 13NMDownloaded 23 Ju
57. Do not damage the rechargeable Lithium ion battery A damaged battery can cause an explosion or fire and can result in personal injury and or property damage To prevent injury or damage Do not use or charge the battery if it appears to be damaged Signs of damage include but are not limited to discoloration warping and leaking battery fluid Do not expose the battery to fire high temperature or direct sunlight Do not immerse the battery in water Do not use or store the battery inside a vehicle during hot weather Do not drop or puncture the battery Do not open the battery or short circuit its contacts WARNING Avoid contact with the rechargeable Lithium ion battery if it appears to be leaking Battery fluid is corrosive and contact with it can result in personal injury and or property damage To prevent injury or damage Ifthe battery leaks avoid contact with the battery fluid If battery fluid gets into your eyes immediately rinse your eyes with clean water and seek medical attention Do not rub your eyes If battery fluid gets onto your skin or clothing immediately use clean water to wash off the battery fluid Trimble TS662 Construction Total Station User Guide 5 Safety WARNING Charge and use the rechargeable Lithium ion battery only in strict accordance with the instructions Charging or using the battery in unauthorized equipment can cause an explosion or fire and can resu
58. ENT 65 5 6 5 J 5 ENT Trimble TS662 Construction Total Station User Guide 59 3 Getting Started To enter Type 65 5 3 8 6 5 J 5 J ENT 5 3 8 0 J US UV ls ENT or 9 JU 6 END Note The numerator and denominator that you enter are automatically converted to the closest value from the following list 0 1 8 1 4 3 8 1 2 5 8 3 4 7 8 1 16 3 16 5 16 7 16 9 16 11 16 13 16 15 16 Note If the denominator is 16 it is not shown on the screen To record data on the instrument you must create or open a job X Tip Before you use the instrument for the first time check the job settings Creating a new job l Press to open the MENU screen Job Manager 2 Press 1 to open the Job Manager 3 Pressthe reat softkey to open the Create Job POEEM Creat EL Ctrl Info 4 Enter the job name TENT to create JOB g Sett for Job settings Sect 5 Press the Sett softkey to check the job settings Job Sett 1 FE You cannot change a job s settings once you have SCale sana T F aon created the job Soa Lowel a 6 Press in the last field of the Job Sett screen to Lak corr B132 create the new job Note If either of the messages MAX 32JOBs or Data Full appears delete at least one existing job to free space You cannot free space by deleting records in an existing job 60 Trimble TS662 Construction Total Station User Guide Getting Started 3 Creating a control job
59. IC Trimble Navigation Singapore Pty Limited 80 Marine Parade Road 22 06 Parkway Parade Singapore 449269 SINGAPORE 65 6348 2212 Phone 65 6348 2232 Fax Trimble www trimble com
60. RNING Never look at the sun through the telescope If you do you may damage or lose your eyesight b Looking through the eyepiece rotate the diopter ring until the reticle crosshairs are in sharp focus 2 Eliminate parallax a Aim the telescope at the target image b Rotate the focusing ring until the target image is in sharp focus on the reticle crosshairs d Diopter ring Telescope focusing ring c Move your eye vertically and laterally to check whether the target image moves relative to the reticle crosshairs Ifthe target image does not move there is no parallax d Ifthe target image does move rotate the telescope focusing ring Then repeat from Step c 3 Rotate the tangent screw Trimble TS662 Construction Total Station User Guide 29 2 Preparation The final turn of the tangent screw should be in a clockwise directions to align the target accurately on the center crosshairs Setting the measurement mode and preparing the target The TS662 total station has two measurement modes Prism mode Fr ism and Reflectorless mode H Fr ism These modes can be changed at any time by holding down the or key for one second For more information see Measurement settings page 63 To set the measurement mode depending on the target you want to measure see the following table Target Target setting Prism reflector sheet Prism Prism mode Other reflective materials N Prism Reflectorless mode
61. S eee ee ee ee ee 8 1 introduction 2 48 bc wh R EHR E EKER OED DR DDD we OO 15 Parts of theinstrumeN ee eere ana noe aR Eee ees ee ee eS a 16 WMAINLCNANCe 2454 oe een eee ok E CEE ee tet ete ee he tee eS eek Gores 18 r Preparation 4644045404 coe eee ee le a we we 21 Unpacking and packing the instrument 2 0 0 eee eee eee 22 CADE gee ee eee ee ee ee ee ee ee ee 22 ec 6 ee ee ee ee ee ee ee ee eee ee ee 22 Charging the battery pack sagami aoa eian oh eae bu ea a g a ZZ Detaching and reattaching the battery pack 0 0 0 ee eee ee 26 seting UP Ne TIDOC eine 4 eG bee Rees a hee ee ea epee ea ee Ele 27 CE e bse aE one eae eee ee bbe ee et eee ee A A 2 Centering using the laser plummet asana aaa aaa 21 Centering using a plumb bob aesaanaa aaa eee bE Pees Oke eee eS 28 LOV I e reee eee a e a e E 28 PD e eee e e eE anaE 29 Setting the measurement mode and preparing the target anaana aaa 30 Measurement with a prism s aasa eee eR eee ERR ER Ew EH TE Eas 30 Measurement in retlectorless mode 5 2 ga46s4s04eee4 S684 0450424 4e Roo e404 cS 31 Preparing the TeOCClLOlSNCChexs2y5Ge4 Hoge e eee yeee ay eeanes eee ee ea ae os es 32 Setting up the prism reflector 2 444 5464 45 keh Re hehe ee oO uh eed GSO ER RES OG 33 Adjusting the height of the tribrach adapter 0000008 33 Changing the direction of the prism 1 20 ee ee ee 34 Setting the PIisMVCONSIANGs 24 4 cee hae eeeeeetae es
62. Station User Guide 89 4 4 Applications The distance from the station point to the first RDH point appears 13 673 m u ets m 3 Sight the second point and press or MSR2 12 948 m 5 The distances between the first and second point Sight PT amp Press MSR are displayed Press EHT to record rSD Slope distance between two points rVD Vertical distance between two points rHD Horizontal distance between two points 4 To change display screens press DSP rAZ Azimuth from first point to second point T oa i rV Percentage of grade rVD rHD x 100 1 5 rGD Vertical grade rHD rVD 1 Sight PT amp Press MSR Press ENT to record 5 To record the distance and angle information as a comment record press in the 1 2 or 2 2 observation screen Default point numbers are displayed You can Record Hote change these point numbers To record a note Er press in the To field REC NOTE al Note Data that you save in RDM functions is stored in RM records For more information see RM records page 130 When you download data in Nikon RAW format they are output as comment CO records Measuring between the current point and the immediately preceding point 1 To enter the RDM Continuous function press Programs or select EDM Cart 2 in the Programs menu p2 Ph Ref Line F1 arc RefLine 2 Follow the procedure as for a radial RDM pa RDM Radial a measurement For more inform
63. Stn Setup menu or select tm Setur return to the BMS ESC go to the Programs menu or select ont rus X ae eens tirne does not resume the last ST record You should only use the mH Se oN ify you are sure that the previous ST coordinates and the current HA orientation are correct Otherwise records in the Programs function may not be correct Three dimensional coordinates are required in S Plane function Press any key to return to the point input screen Then enter a three dimensional point 186 Trimble TS662 Construction Total Station User Guide Error Messages 10 Recording Data The data storage is full Press any key to return to the Basic Measurement Screen BMS Then one saree Poet HE e e rennes Eanna passers aa wre He pem mi as Ha delete unnecessary data delete jobs The input PT you are trying to record already exists in the current job An existing coordinate record cannot be overwritten by measured data Press any key to return to the point input screen Change PT The input PT you are trying to record already exists in the current job as an SS SO or CP record An existing SS SO or CP record can be overwritten by measured data return to the PT input screen or the Hir t softkey record RAW data and update XYZ data the s softkey record RAW data only the RH softkey No job is open open the job list if there are existing jobs or select Select create a new job or select r eate r
64. The laser beam should be terminated at the end of its useful beam path and should in all cases be terminated if the hazardous beam path extends beyond the limit hazard distance of the area in which the presence and activities of personnel are monitored for reasons of protection from laser radiation WARNING Laser beam path should be located well above or below eye level wherever practicable 1 The hazard distance is the distance from the laser at which beam irradiance or radiant exposure equals the maximum permissible value to which personnel may be exposed without being exposed to health risk 6 Trimble TS662 Construction Total Station User Guide gt D Safety WARNING When the laser product is not used it should be stored in a location where unauthorized personnel cannot gain access WARNING Do NOT turn the class 3R laser beam to mirror like specular surfaces for instance prisms metal surfaces or windows even unintentionally Special precautions should be taken to ensure eliminating such situations Table 1 1 Specifications for laser emission Laser pointer Wave length 630 680 nm Output power CW Po lt 4 75 mW Distance meter in Refectories mode Wave length 630 680 nm Output power Pp lt 8 5 mW Po lt 4 5 mW Pulse 1 2 nsec 400 MHz 1 6 nsec 320 MHz Distance meter in Prism mode Wave length 630 680 nm Output power Pp lt 0 037 mW Po lt 0 02 mW Pulse 1 2 nsec 400 MHz 1 6 nsec 320 MHz Laser plummet Wave le
65. To assign a specific function from the sub menu press C Line amp Us eg Intersection or v to highlight the function Then press ENT Once you have assigned a function to a key it is F called directly whenever you press that key in the 197720 34 BMS Egar 467 oD m PT 3815 1 642 m Brng amp Dist Area amp Perim g H oe k 0S g Note To eek ie ype S amia i is a to the lzec Keys USR Keys in 7 For 1 MSR more ee see USR ee ee pape 1 45 ag tte or key Use the key to quickly access data in the current job from observation screens When you press in the BMS or in observation RAH screens in functions such as Stakeout 2Pt RefLine and ee saa one Arc RefLine the assigned data in the current job CF SAAG CT BS SPPA E ENEE r Hold down for one second in the BMS or an PAN Solect Format observation screen to display the Select Format screen 1 MEMM a Use this screen to change the type o ot data that is e RAH data assi d PERH ee data gned to DAT Press 1 or select CHENU to u Statinn Sse SOCP display the Data menu whenever you ipress DAT When you select an option from this screen the change is applied immediately and the selected data type appears Press to return to the previous observation screen Note Zz O eee the ope K aa ae is alee to DAT go tot For more ne see IDAT J a m ee I 46 Trimble TS662 Construction Total Station User Guide 53 3
66. USER GUIDE Trimble TS662 Construction Total Station Trimble USER GUIDE Trimble TS662 Construction Total Station Version 1 0 Revision A February 2010 Trimble Contact Information Trimble Navigation Limited Engineering and Construction Division 5475 Kellenburger Road Dayton Ohio 45424 1099 USA 800 538 7800 toll free in USA 1 937 245 5600 Phone 1 937 233 9004 Fax www trimble com Legal Notices Copyright and Trademarks 2007 2010 Nikon Trimble Co Limited All rights reserved All trademarks are the property of their respective owners The Bluetooth word mark and logos are owned by the Bluetooth SIG Inc and any use of such marks by Trimble Navigation Limited is under license The contents of this manual are subject to change without notice Although every effort has been made to ensure the accuracy of this manual please contact your dealer if you find anything in it that is incorrect or unclear Release Notice This is the February 2010 Revision A release of the Trimble TS662 Construction Total Station User Guide It applies to software release version 1 0 0 revision for the TS662 total station Manufacturer Nikon Trimble Co Ltd Technoport Mituiseimei Bldg 16 2 Minamikamata 2 chome Ota ku Tokyo 144 0035 Japan Notices USA FCC 15B Class B satisfied This equipment has been tested and found to comply with the limits for a Class B digital device pursuant to Part 15
67. VA Horizon 13NMProjection correction OFF 13NMC amp R correction OFF 13NMSea level correction OFF 13NMCoord Order NEZ 13NMClient 13NMDescription 13NMTilt Correction VA OFF HA OFF 13NM EXAMPLE6 lt JOB gt Created 23 Jul 2008 07 09 21 13NMPrism constant 0 O8KI0001100 000 200 000 10 000 O8KI0002200 000 300 000 20 000 13NMBacksight Check to Pt 2 HA 359 3525 07 21 39 13NMBacksight Pt 2 Reset to HA 0 0000 07 21 41 O8KI0003116 924 216 914 11 843 MAIN PLTFORM O8KI0004126 697 206 260 11 254 RAMP 13NMStart of 2 Pt Resection 08KI0011100 005 199 996 10 000 Trimble TS662 Construction Total Station User Guide 181 9 Communications 182 Trimble TS662 Construction Total Station User Guide Error Messages In this chapter Angle Cogo Communications Data Job Manager Programs Recording Data Searching Settings Stakeout Station Setup System Error CHAPTER Trimble TS662 Construction Total Station User Guide 183 10 Error Messages Angle Cogo You selected AHG F 1 F without an F1 F2 measurement in Station Setup Press any key to return to the previous screen Then go to Station Setup and take F1 F2 measurement to the BS The system was unable to calculate an area because points were not entered in the correct order Press any key to return to the Cogo menu Then enter the points in the correct order The point or coordinate that you entered is identical to the previous input point Pres
68. When the legs of the tripod are being driven into the ground they could pierce hands or feet 4 Trimble TS662 Construction Total Station User Guide gt SP F amp F D Safety CAUTION After mounting the instrument on the tripod securely fasten the thumb screws on the tripod legs If the thumb screws are not securely fastened the tripod may collapse causing personal injury or instrument damage CAUTION After mounting the instrument on the tripod securely fasten the clamp screw on the tripod If the clamp screw is not securely fastened the instrument may fall off the tripod causing personal injury or instrument damage CAUTION Securely fasten the tribrach clamp knob If the knob is not securely fastened the tribrach may come loose or fall off when you lift the instrument causing personal injury or instrument damage CAUTION Do not stack objects on the plastic carrying case or use it as a stool The plastic carrying case is unstable and its surface is slippery Stacking or sitting on the plastic carrying case may cause personal injury or instrument damage CAUTION The system in the instrument may stop functioning in order to avoid any errors in measurement when the instrument detects strong electromagnetic wave s If this is the case turn off the instrument and remove the source of the electromagnetic wave s Then turn on the instrument to resume the work Rechargeable Lithium ion Li ion batteries A WARNING
69. ac hes age eeea eee 34 Setting the position of the target plate 2 2 2 2 0 eee eee eee 34 Face 1 Face 2 Measurements 224 ex06odes a8 edo e0e bd be ceeba dee ES aces 35 3 Getting Started 4 i626 een Che eee EERE EH SH EHS EHR ES EA 37 Turning the instrument onandoff naana aaa aaa ee 38 Turning On the instrument eds s nde he che ee ee dekh eee ne See ebheow 64 38 Torning Orr thie INSCUIMCOL eer Aes ee aca ge a eae a Gee oe ee ee a 38 Changing regional configuration presets 1 ee ee ee 39 Display and key MmenOns 6405445460 480464834 ober eos O59 ee be eee ee oes gt 40 Sc AAU Daae a ee ee a a Eear ee ee ee ee 43 LCD backlight Laser pointer Beep sound and Contrast adjustment 45 Trimble TS662 Construction Total Station User Guide 9 Contents DOS ee ee ee ee ee e 46 MODE KOVaehetat ogs peadmtaeece ol tune a aeee se feu ee neeeee eas 47 COD Cy eaer perenras ndee hae a peee eee a ene e Cea eee ey ea 48 MOTE a4 oud oe eGePSad eee ee ee eee e eee bee eee he ee Gee 2 49 BUDOICTNGICANOR 442 reseta Geers eo 2hs He 4G he bee He Goh eS eS 51 ASE DIUINING 6 duns ae ee ae ee RR ete a ee oe ee ee eee S 51 R E eea r eee ee aaa eaaa 52 DAT raea ee ee E EEE 53 EE I eeraa ee ee ee ee er ESEA e r Se ee 54 Apane da eerren eee ee ee ee ee 54 Entering a point name or number sasaaa aaa ceed Reed ee 4 54 Palermo a C0dG 444245 hs eueeeeea cans so eh eoe ea ee Bees Gee aa eS a eG 57 Advanced feature Searching for a
70. and model Instrument serial number Not used The reference point for vertical angles One of the following 1 Zenith Trimble TS662 Construction Total Station User Guide 175 9 Communications 2 Horizon 52 61 0 000 Not used 62 71 0 000 Not used 72 81 0 000 Not used Station details record ame ee gen sting evatio aes t g n i 1 4 02KI Station details record identifier fixed text 5 8 2x stnpt Station point number 5 20 33 9 18 2x northing Northing of station 21 36 33 19 28 2x easting Easting of station 37 52 33 29 38 2x elevation Elevation of station 53 68 33 39 48 2x hi Height of instrument 69 84 33 49 64 2x desc Station description 85 100 33 Target details record h t 1 4 03NM Target details record identifier fixed text 5 14 2x ht Height of target 5 20 33 Backsight bearing details record t 1 4 07KI Backsight bearing details record identifier fixed text 5 8 2x stnpt Station point number 5 20 33 9 12 2x bspt Backsight point number 21 36 33 13 22 2x bsazim Backsight azimuth 37 52 33 23 32 2x ha Horizontal angle 53 68 33 176 Trimble TS662 Construction Total Station User Guide Communications 9 Coordinates record p northin easting elevatio desc t g n 1 4 O8KI Coordinates record identifier fixed text 5 8 2x pt Point number 5 20 33 9 18 2x northing Northing of the coordinate 21 36 33 19 2
71. art the resection press 2 or select Resection in the Stn Setup menu 2 Enter the point name for the first observation point PT 1 3 Enter the target height and press ENT 4 Sight PT1 and press or MSR2 To use the F 2 softkey for F1 F2 measurements see Advanced feature Measuring F1 and F2 page 69 5 To proceed to the next point press ENT 6 Enter the second point PT2 and its height of target 7 Measure to PT2 and press ENT When the instrument has enough data it calculates the station STN coordinates Ifmore than the minimum required data is available a standard deviation screen appears To take measurements to strengthen geometry of the resection press the Add softkey For information about the i ew softkey see Advanced feature Viewing and deleting a measurement in resection page 73 Trimble TS662 Construction Total Station User Guide Resection 3 BS Check 96 38 15 6 623 m olx 9 881 m al Press EHT to next aL eae Eee 146 55 347 il SD m Si x a PT amp MSR EHT a Applications 4 8 When the results are satisfactory eo the station To do this press ENT or the FE softke j 0G 465 ENT r 166 617 64 416 i DE Add for Det RT Add Wiow DSF 9 Enter the height of instrument if required Press ENT The ST field defaults to the last recorded PT l 10 To change the station name move to the ST field w Input
72. assemblies to deteriorate and so lead to instrument failure Store the battery pack with the battery discharged When storing the instrument in areas subject to extremely low temperatures leave the carrying case open When adjusting the leveling screws stay as close as possible to the center of each screws range The center is indicated by a line on the screw If the tribrach will not be used for an extended period lock down the tribrach clamp knob and tighten its safety screw Do not use organic solvents such as ether or paint thinner to clean the non metallic parts of the instrument such as the keyboard or the painted or printed surfaces Doing so could result in discoloration of the surface or in peeling of printed characters Clean these parts only with a soft cloth or a tissue lightly moistened with water or a mild detergent To clean the optical lenses lightly wipe them with a soft cloth or a lens tissue that is moistened with alcohol 18 Trimble TS662 Construction Total Station User Guide Introduction 1 The reticle plate cover has been correctly mounted Do not release it or subject it to excessive force to make it watertight Before attaching the battery pack check that the contact surfaces on the battery and instrument are clean Securely press the cap that covers the data output external power input connector terminal The instrument is not watertight if the cap is not attached securely or when the data
73. ast used to first used Entering a point from the point list To display a list of existing points press the List softkey when the cursor is in the PT field Use Jor v to move the cursor to the point that you want to use Then press ENT When you return to the point input screen the selected point name is entered in the PT field You can add digits or alphabetic characters if required Entering a code The CD Code field always defaults to the last code used You can change the selected code on the input point screen or you can press in the BMS For more information see COD key page 48 You can use numeric or alphanumeric names up to 16 characters long to identify codes Entering a code directly To enter a code directly press to change the input Record PT mode to alphanumeric or numeric mode Then use the PT 102 keypad to enter the code Entering a code from the stack The code stack is a list of recently used codes The stack Record PT may contain up to 20 codes PT 182 To display the stack press the St ack softkey when the cursor is in the CD field Trimble TS662 Construction Total Station User Guide 57 3 Getting Started Use or vy to move the cursor to the code that you want to use Then press ENT The selected code is copied to the CD field Note When the instrument is rebooted the code stack is cleared Entering a code from the code list To display a list of existing
74. ation see E a PDC Cont g S REH Measuring between the current and the first point measured page 89 90 Trimble TS662 Construction Total Station User Guide Applications 4 Difference between 1 Cont and 2 Radial P3 ja P4 A The preceding two points ard 2 Radial l subject to calculation alculations are made wit reference to the first point Measuring remote elevation A prism is required only at the sighting target point Vh HD tan 90 6 VD HT 1 To enter the Remote Elevation Measurement Prograns _ function press 5 or select FEM in the Programs ai Se APC Ket Line E 2 PDMCRachall 4 ROMCCont 2 WEN 2 Enter the height of target REH HT Input the HT first 3 Sight the target point and press or MSR2 PER HT Wh L ff4 m M Sight a point and Press MSR Trimble TS662 Construction Total Station User Guide 91 4 Applications 4 Loosen the vertical clamp and turn the telescope Waj to aim at an arbitrary point HT 1 T74 m Whe 2 875 ih The difference in elevation Vh appears Press EHT to update Note You can use an REM measurement to update the Haight of Target height of target Take a measurement to the prism sight the bottom of the prism pole and press ENT Measuring distance and offset values on the vertical plane Baseline 1 To enter the 2 Pt Reference Plane function press Programs 6 or select 5
75. ave your changes and return to the previous screen press the awe softkey For example if your original data is as follows 1 UB 30 000 20 000 L1 and you set the data fields to PT N E CD then the uploaded data is PT 1 N 30 000 E 20 000 CD L1 Trimble TS662 Construction Total Station User Guide 143 5 Menu Key Uploading coordinates without points You can upload data without points If you do not include a point in the format definition each line of data is automatically assigned the next available point number To help you to select points in the field make sure that you store an identifier in the CD field Note The data format cannot include duplicate items Use PT N E Z and CD once each in the data format To skip some items in your original file set the corresponding field to blank Uploading a point name list or code list Note When you upload a code list it always replaces the existing code list on the instrument To upload a point name list via cable press 3 or select FT Communication menu Connect the RS 232C cable Start a terminal program on the computer To put the instrument into receive mode press or the OE softkey The counter is updated as each line in the list is stored You can store up to 254 codes or point names Note Ifa code or point name is longer than 16 characters it is truncated 1sec Keys Use the lsec Keys menu to configure the settings for the one second
76. ber to record observed data in stakeout Unit To open the Unit menu press 7 or select liri t in the Settings menu Distance Angle DEG Degree Temp GON GON MIL Mil6400 Distance Meter US Ft I F Note If you select US Ft or I Ft an additional settings screen appears Use this screen to specify whether to display values in Decimal Ft or Ft Inch Temp C Celsius F Fahrenheit Press hPa mmHg inHg Note The Angle Distance Temp and Press job settings cannot be changed once a job is created Trimble TS662 Construction Total Station User Guide 125 5 Menu Key Recording Settings menu Store DB RAW XYZ RAW XYZ This setting determines whether raw and or coordinate data is stored when you record SS CP or SO records in the Basic Measurement Screen BMS or Stakeout screen Data Rec Internal COM Set this field to COM to output data on the COM port when you press in the BMS or a Stakeout screen The data is not stored to the job file For more information see Outputting data to the COM port page 96 Others settings To open the Others menu press 9 or select t her in the Settings menu XYZ disp Fast Norm Slow ENT Defines speed to move to the next screen after showing XYZ of the input PT 2nd Unit None Meter US Ft I Ft When the Secondary unit is set to a unit an extra display screen is available in the BMS stakeout observation screens and 2 pt reference line screens The
77. ble to this equipment will invalidate the FCC Certification of this device and may cause interference levels which exceed the limits established by the FCC for this equipment You are cautioned that changes or modifications not expressly approved by the party responsible for compliance could void your authority to operate the equipment 2 Trimble TS662 Construction Total Station User Guide European Union EU EMC Directive satisfied Authorized Representative in Europe Trimble GmbH Am Prime Parc 11 C 65479 Raunheim Germany Canada This Class B digital apparatus meets all requirements of the Canadian Interference Causing Equipment Regulations Cet appareil num rique de la Class B respecte toutes les exigences du R glement sur le mat riel brouilleur du Canada Taiwan Battery recycling requirements a The product contains a removable battery Taiwanese regulations require that waste batteries are recycled ae Notice to Our European Union Customers For product recycling instructions and more information please go to www trimble com environment summary html Recycling in Europe To recycle Trimble WEEE call 31 497 53 2430 and ask for the WEEE associate or mail a request for recycling instructions to Trimble Europe BV c o Menlo Worldwide Logistics Meerheide 45 5521 DZ Eersel NL For Bluetooth unit USA FCC Part 15 Subpart C RSS 210 OET bulletin 65 supplement C satisfied A N Caution Any
78. cking the laser pointer bu 44 2 655 On Re eh eo ee ee Ge See ak hee ES 154 SHECINCATIONS lt eked ee CRE RR RARER ERED OS 155 MUDO 6 sacndeeaece Geb aek heads n eee ep ehuae bane eee eeee see ee 156 TClGSCO0G ace at eee caw Ba a eee ene eee Saws e eee bea wagae 156 WIEASULCIMMCNUIANe sa ate ee Oe EGE eH ed OREM H ER HS eRe eee ew ee ws 156 Pistan e ICOM 24 655 ota e thee be EEE eee hae oe ee x 156 Meas rement interval e sia ee ee eos oe Se OA ee Gee Be eee oo a 157 AMslemMessueMCNl coguset eugene Sat vet eatenee Ghee t ba See ee eeeae 157 TUSO O ye Gud Poe Adee e EGE Eee Oe aoe Seo ae Gas wo lo TOn OOW eee aa a a e eee ee ee ee e es 157 O e eee aee eaa a E 157 Loeser renar a e ee eS ee ee ee 157 LaSee POME y g eee e e EE EE E A E E S 158 Displayand keypad S scehe ee eee erare aada ee obese oe eRe Soh Se eS 158 Connections in the base ofinstrument 20 00 eee eee eee eee 158 EIR ee a neus peed kha nee yee he eae eee oe eee ee oe 158 Environmental performance 444244 5ee ee RSH SSO Eee REDE DER ESE ESE ROS 158 DIMENSIONS 4462464055 eo tse eee eee Date a eee ee eee eRe oe eos 159 WeigW secu te deena oeece See eeee eee hee ae Lee eee eae eas 159 Environmental protection lt 2c4 bknee bua wc eheebebee tes ene een ee ns 159 Trimble TS662 Construction Total Station User Guide 10 Contents Standard components 4225 eh3 og bn woe bREG RKO EDGED EE REE GE EEE DEES 159 External device CONNCCLOF Go ee ac atettyaeee eae
79. code by using the first character 58 Entering values in feet and inches 2 2 2c0n7 esos eeeg eee PER see obese gens 59 VODSt as een eeu nae EEE ee bee eee eee ee aes E oa eee 60 Creauiea New jOls s 45 84 trepp kane ee eee Gaede egnekeeaneg eine 60 Meas me DISTANCES 6 0 5 e 5a de GA eA Ee hi OA SE a Oe ee A eS 61 Siehtne A Pr cM MeleClOl Gs aun gh uie sod soe Bho Meee se Oe eee ba ge ee as 61 Measurino istan E e a nea bea ae eee eae aee eae eee es eee a he eee 62 Measur menl SeN Se 2254 o hes doen e towne eee oe eke oot Ee oe eae ee 63 4 APpPNCAlIONS 2 sevice cases e vO Pe eieae Da K OES eS Owe SO 65 HA Reset and Angle Operations 2es4seeeeeo ee Gea satib ERED SER EEE 66 Setting the horizontal angle to 0 2 ee 66 Entering the horizontalangle anaana aaaea ee ee 66 Recording a foresight point after repeat angle measurement 66 Face Face 2 measurement se a652bS 4 oe eb eS eGo 2s eaa Ede SSO OE RH 67 Horzontalanale NOME sese Go Goes es oe ee ee eG eee dae oS 67 SLALI a twa kee he Po ee OO Ghee eee eh eee eee ee ae ee 68 Setting up a station with known coordinates or azimuth 68 Advanced feature Measuring F1 and F2 69 Setting up a station using multiple point resection 000 71 Advanced feature Viewing and deleting a measurement in resection 74 Setting up the station quickly without coordinates 000 74 Determining station elevation 1 2 0 2 eee ee
80. codes press the List Record PT softkey when the cursor is in the CD field p T Aiar To oat the code list go tof Data gt Code For more A see A an item in the oa list or code list page 139 Use or v to highlight the feature code that you want to use Then press ENT A layer has an arrow at the end of the code label If you highlight a layer in the list and then press ENT the codes and layers in that layer are displayed When you return to the input screen the selected code is entered in the CD field Note Items are shown in alphabetic order Note You can also use the first character search to quickly find a code For more information see Advanced feature Searching for a code by using the first character page 58 Advanced feature Searching for a code by using the first character To find a code quickly when the code list appears use the first character search For example to see feature codes that begin with T use the keypad to enter the letter T To do this press twice After each press of the key the input mode field displays the selected letter For example if you press 1 appears If you quickly press 1 again T appears If you do not press the 4 key again the letter T is selected 58 Trimble TS662 Construction Total Station User Guide UJ Getting Started Once you have selected a letter the cursor moves to the feature code beginning with that letter If there i
81. creen DEL Edit Srch Input The PT field defaults to the last recorded PT 1 but you can change the value shown Enter the PT and CD and then press to enter coordinates Use the numeric keys to enter the coordinates Press or v in each field to move to the next field When you press in the CD field the point is stored as an MP record After you have recording a point the next point input screen is shown with the updated default PT Note You can record NE NEZ or Z only data to the database Point name list and code list The instrument stores two list files a list of PT names and a list of CD names The structure and functionality of these files is the same e The PT name list is useful if you have to handle more than one patterns of point names in the field For example you may need to use points named 1 2 3 as well as points named A1 A2 A3 Trimble TS662 Construction Total Station User Guide 137 5 Menu Key e The code list is a prepared list of feature codes You can use it to store your own codes ame List inthe Data menu to Press 5 or select ode list to open the code list The point or code names and layers are shown in alphabetic order Use the four softkeys to customize the list Note You can store up to 254 points codes or layers in each list Each list entry can be up to 16 characters long You can use the first character search to find a point code or layer in the
82. creen with the preceding point name Trimble TS662 Construction Total Station User Guide 115 5 Menu Key Calculating coordinates from line and offset To enter the Line amp offset function press 4 or selectL ine amp 075 in the Cogo menu Enter the base point P1 Specify the azimuth bearing To do this enter a value in the AZ or P2 field P2 is a second point on the line Enter the horizontal distance along the baseline Sta Line amp Offset mo H the horizontal distance perpendicular to the line O S 59 558 m and the vertical distance dVD Note A negative value in the Sta field means the opposite direction along the defined bearing line A negative value in the O S field is for the left hand side of the bearing line To calculate the coordinates of the point PM z 4GG7 308 press in the dVD field You can change the Z HB 146 coordinate here H To record the point press in the CD field 4567 308 88 146 116 Trimble TS662 Construction Total Station User Guide Menu Key 5 The coordinates are stored as a CC record Line a 4567 308 definition information and Sta O S and dVD values are Yi ZAA 14h stored in comment CO records REC ave LUO LURE Calculating coordinates using intersection functions To enter the Intersection menu press 3 or select Intersect ian in the Cogo menu There are four functions in this menu for calculating coordinates Calculatin
83. dicular line from the target point to the P1 P2 line Using to switch between display screens Press to switch between the plane display screens The following screens are available PLN1 PLN2 PLN3 pr geme fanat Every time you press DSP the next screen appears If you press in the last screen PLN3 the PLNI screen appears To record the point press on any screen S PLN1 3 Ha 467080 17 to S PLN3 3 a a z ri Enter PT and CD Then press ENT Sample records CO 3ptPlane P1 1062 P2 2902 P3 1547 CO a 31 497 b 14 239 S 30123 A49 1 6110 0 0000 234 3210 86 0955 16 07 18 Recording Measurement Data Recording data from any observation screen To record points on observation screens press ENT Rocard PT PT defaults to the last recorded PT 1 You can enter the PT name from the point list or the point stack For more information see Entering a point from the point list page 57 and Entering a point from the stack page 56 You can also use the code list or the code stack For more information see Entering a code from the code list page 58 and Entering a code from the stack page 57 Trimble TS662 Construction Total Station User Guide 95 4 Applications To record the point press on the last field Record PT es s u When recording sideshots stakeout records and B m DAL control shots from the Rept function you can choose to RecRAN ee ee l e l store raw data only XYZ da
84. direction of the prism The prism mounted on the tribrach adapter can be rotated to face in any direction To change the direction of the prism 1 Release the rotation clamp To do this turn the clamp lever counterclockwise 2 Turn the upper plate of the tribrach adapter until the prism is facing in the required direction 3 Fasten the rotation clamp To do this turn the clamp lever clockwise Setting the prism constant 1 Attach the prism to the single prism holder or triple prism holder X Tip To use a triple prism holder as a single prism holder attach the prism to the center thread of the prism holder 2 Set the prism constant To do this hold down or for one second For more information see Measurement settings page 63 Note The factory default of the prism constant value of the TS662 instrument is 30 mm Rec made X Tip When you use the prism at a short distance set the prism at a slight angle to the sighting axis rather than completely square Setting the position of the target plate If using a single prism make sure that the target plate is aligned with the tribrach adapter and the prism 34 Trimble TS662 Construction Total Station User Guide Preparation 2 To set the position of the target plate 1 Use the two set screws supplied to attach the Canter orn axis target plate to the single prism holder 2 Move the target plate within the screw holes until the apex of the wedg
85. e This is a convenient way to enter Traverse points Entering coordinates To manually enter the XYZ coordinates press 3 or select Infut 2 in the Input menu The PT name defaults to the last recorded PT 1 Enter the coordinates using the numeric keys To move to the next field press or v in a field To store the point as an MP record and return to the z a saa point input screen press in the Z field The default Fe Fa 5 PT is incremented to the next value REC YZ Note You can record NE NEZ or Z only data to the LU ROAD database Trimble TS662 Construction Total Station User Guide 113 5 Menu Key Calculating area and perimeter To calculate an area or perimeter press 3 or select Ares amp Per im in the Cogo menu 1 Inverse To take a measurement enter the first point and press ENT or press the HF softkey In the upper right corner of the screen a counter indicates how many points you have entered softkey For more information see Advanced feature Entering a range of points page 115 If you enter a new point name you can enter new by 188 588 coordinates and record the point If you do not want to E 288 3069 record the point press without entering a value in the PT field An XY coordinate input screen appears This PT will not be recorded Continue to enter points until you have defined all the points in the lot Then press v to calculate the area and perimeter
86. e 66 and Recording data from any observation screen page 95 F1 and F2 records are Face 1 and Face 2 measurements When the Store DB setting is set to RAW XYZ press to switch between the first screen showing HA VA SD PT and HT and the second screen showing X Y Z PT and CD Coordinates are not available in F1 or F2 records When you take more than one measurement to the same point and choose to overwrite the XYZ data the old raw record becomes raw data only As a result only one SS RAW record keeps its corresponding SS XYZ record Other SS RAW records to the same point no longer have coordinates available 128 Trimble TS662 Construction Total Station User Guide Menu Key 5 ST records ST station records contain ST HI BS and AZ fields Press to switch between the first screen showing ST HI BS and AZ and the second screen showing X Y Z PT and CD When you assign anew ST pointnameinMEMU gt Str Setur gt Guick the coordinates of the station is recorded as 0 0 0 SO records SO records are stakeout shots These are shots recorded in stakeout functions When the Store DB setting is set to RAW XYZ press to switch between the first screen showing HA VA SD PT and HT the second screen showing X Y Z PT and CD and the third screen showing dX dY dZ PT and CD The dx dY and dZ fields store the difference between the stakeout shot s actual position and its planned position These
87. e X is in the center of the reticle mark For laser plummet adjust the laser pointer to the X Rotate the alidade 180 Ifthe marked image is in the same position in the center of the reticle mark no adjustment is required For laser plummet if the laser pointer is on the X no adjustment is required 150 Trimble TS662 Construction Total Station User Guide Checking and Adjustment 6 4 Ifthe image or laser pointer is not in the same position adjust the optical or laser plummet a Use the supplied hexagonal wrench to turn the adjustment screws until the image of the X is in Position P Position P is the center point of the line connecting the X and the center of the reticle mark b Repeat from Step 2 For laser plummet adjustment remove the cap Zero Point Errors of Vertical Scale and Horizontal Angle Corrections Checking 1 Set up the instrument on the tripod 2 Follow the leveling procedures described in Leveling page 28 3 Flip the telescope to the Face 1 position 4 Sight a target that is within 45 of the horizontal plane 5 Read the vertical angle from the VAI field in the Basic Measurement Screen BMS oY Rotate the instrument 180 and flip the telescope to the Face 2 position 7 Read the vertical angle from the VA2 field 8 Add the two vertical angles together VA1 VA2 No adjustment is required if the zero reference for vertical angles VA zero setting is
88. e and activities of personnel are monitored for reasons of protection from laser radiation WARNING Laser beam path should be located well above or below eye level wherever practicable WARNING Do NOT turn the class 3R laser beam to mirror like surfaces for example prisms metal surfaces or windows even unintentionally Special precautions should be taken to eliminate such situations Trimble TS662 Construction Total Station User Guide 61 3 Getting Started The hazard distance is the distance from the laser at which beam irradiance or radiant exposure equals the maximum permissible value to which personnel may be exposed without being exposed to health risk Note For information on how to assemble the prism reflector see Setting up the prism reflector page 33 Sight the telescope to see crosshairs at the center of the prism reflector Measuring distances To take a distance measurement press or in ik the Basic Measurement Screen BMS or in any 46 79 11 9 87 467 observation screen OTs 345 6768 m While the instrument is taking a measurement the prism constant appears in a small font 46 29 117 69 87 467 JOAR If the average count is set to 0 measurements are taken continuously until you press MSR1 MSR2 or ESC Each 44 2g 1 1 time a measurement is taken the distance is updated 62 7 46 SLX 345 678 m If the average count is set to a value from 1 to 99
89. e laser plummet is used Leveling screw Tribrach The figure shows the single display model TS635 Figure 1 2 TS662 total station Face 2 Trimble TS662 Construction Total Station User Guide 17 1 Introduction Maintenance Before using the instrument read and follow the following maintenance instructions Do not leave the instrument in direct sunlight or in a closed vehicle for prolonged periods Overheating the instrument may reduce its efficiency Ifthe TS662 total station has been used in wet conditions immediately wipe off any moisture and dry the instrument completely before returning the instrument to the carrying case The instrument contains sensitive electronic assemblies which have been well protected against dust and moisture However if dust or moisture gets into the instrument severe damage could result Sudden changes in temperature may cloud the lenses and drastically reduce the measurable distance or cause an electrical system failure If there has been a sudden change in temperature leave the instrument in a closed carrying case in a warm location until the temperature of the instrument returns to room temperature Do not store the TS662 total station in hot or humid locations In particular you must store the battery pack in a dry location at a temperature of less than 30 C 86 F High temperature or excessive humidity can cause mold to grow on the lenses It can also cause the electronic
90. e leveling work always set the instrument in face 1 direction please refer to the Fig 1 1 in page 3 To level the instrument l Move the bubble into the circle drawn on the circular level and then turn on the power Rotate the alidade until the bottom edge of the keyboard panelis parallel to the two of the leveling screws B and C Use leveling screws B and C to move the bubble into the center of the electronic level Bottom edge of Rotate the alidade approximately 90 the keyboard panel 28 Trimble TS662 Construction Total Station User Guide Preparation 2 5 Use leveling screw A to move the bubble into the center of the electronic level 6 Repeat Step 1 through Step 5 to center the bubble in both positions 7 Rotate the alidade 180 8 Ifthe bubble in the electronic level remains centered the instrument is level Ifthe bubble moves off center adjust the electronic level the keyboard panel For detailed instructions see Adjusting the electronic level page 150 Sighting When you sight the instrument you aim the telescope at the target bring the target image into focus and align the image with the center crosshairs of the reticle Center To sight the instrument crosshairs 1 Adjust the diopter a Aim the telescope at a blank area such as the sky or a piece of paper N WA
91. e pattern is aligned with the vertical axis of the prism and the tribrach adapter Face 1 Face 2 measurements You can take a measurement from either face of the instrument To change the face rotate the instrument 180 on its base and rotate the telescope 180 within the standard By averaging the Face 1 and Face 2 measurement values you can cancel out most constant mechanical errors Some errors such as vertical axis error cannot be cancelled out by averaging Face 1 and Face 2 measurements N CAUTION When rotating the telescope take care not to catch your finger in the gap between the instrument s standard and the telescope A Face 1 measurement is made with the vertical circle positioned to the left of the telescope eyepiece A Face 2 measurement is made with the vertical circle positioned to the right of the telescope eyepiece Trimble TS662 Construction Total Station User Guide 35 2 Preparation 36 Trimble TS662 Construction Total Station User Guide Getting Started In this chapter Turning the instrument on and off Changing regional configuration presets Display and key functions List display Inputting data Jobs Measuring Distances CHAPTER Trimble TS662 Construction Total Station User Guide 37 3 Getting Started Turning the instrument on and off Turning on the instrument 1 To turn on the instrument press Pwr The start up screen appears It shows the model
92. e record that R you want to edit Then press the Edit Sos SE softkey 4 CP SOGO CT BS 55 366 KERB DEL Edit sech Inthe detailed data screen press the Edit Ho 145 36 167 softkey VAS T6 25 687 sD 65 518 m PT 3 4 HT 1 586 fi K oe L ed a 2 Use or v to highlight a field Then modify the PT sad value in the selected field HT i e m CO FENCE Modity each item Note When you change the HT of an SS SO or CP and ee ENT measurement record its Z coordinate is recalculated 3 When you press on the last line of the edit screen a confirmation screen appears 55 504 4 Doone of the following A A To accept the changes and return to the PA oO Yea data view screen press or the Yes softkey Oyerwrite Trimble TS662 Construction Total Station User Guide 133 5 Menu Key To return to the edit screen press orthe Fait RAH H softkey Updating RAH WEP Pe f a Editing coordinate records You can edit PT CD and coordinate values in coordinate records Note You cannot edit the coordinate record for the current station 1 Doone of the following Inthe XYZ screen use or v to highlight the record that you want to edit Then press the Edit softkey Inthe detailed data screen press the Edit H 6608 376 softkey E 1656 688 PT 625 CO A DEL Edit 2 Use Jor vy to highlight a field Then modify the H ATEC value in the selected field z i 18658 868
93. e tripod s position look through the center hole in the tripod head Firmly press the tripod ferrules into the ground Level the top surface of the tripod head Securely fasten the thumb screws on the tripod legs Place the instrument on the tripod head Insert the tripod mounting screw into the center hole of the base plate of the instrument Tighten the tripod mounting screw Note Do not carry the instrument while it is attached to a tripod Centering When you center the instrument you align its central axis precisely over the station point To center the instrument you can either use the optical plummet or a plumb bob Centering using the laser plummet N WARNING Do not look into the laser directly Note If you require high accuracy check and adjust the laser plummet before you center the instrument For detailed instructions see Checking and adjusting the laser plummet page 150 1 Setup the instrument on the tripod For detailed instructions see Setting up the tripod page 27 2 Turn on the laser plummet See Laser plummet ON OFF page 51 3 Align the laser pointer to the station point To do this turn the leveling screws until the laser pointer is over the station point 4 While supporting the tripod head with one hand loosen the tripod leg clamps and adjust the lengths or the legs until the air bubble is the center of the circular level 5 Tighten the tripod leg clamps Trimble TS662 Construct
94. ea 97 Measuring taped OSes cht cpedeutaege dasa deseseasdteteeraee ted ae 97 Measuring angle offsets x4 nnana aaa SESS ESS kee E EEE SE HH OSs 98 TWo prismi polere ew oho bas eo oe ee ee e Oe eR Re eee RG 98 Extending a line by horizontal angle offset 0 0 0 0 0000 eee 99 Entering a horizontal distance after an angle only shot 101 Calculating 4CGIner DOIN tov isecteeayieeheteeegeniagdeeucwsyee se 101 Measuring Girele OMSETS 22s ee seb hdd aoa ede ed EERE HERE GE ee ss 103 Extending the slope distance 4 2c t ee ay pba ceee ee eeeyeber ee deur eye eas 104 MENU NOY ee ee ee ee ee ee ee ae ee ee 105 IOUO ON 44 420hG4 84 hee aaeeea hee bee ee ae hae 106 JOO NON eine peng Ge oas eee ewan eae eee Beh eee ees ee eee eee eae eess 106 Op ning an existing 100 5 e 4eeeeeeGaeueetuseee eae oe 6G ees ryti 106 Creatine anew i046 e2404 566 54 88 cheek ene ae eens ee es eee oe 107 DEE A D o ose geese se aeee eae oe oe ee ee ee ee ke ee Ge ee os 108 Seine He CONMOl IO 2 45 eh ee sess een beet ea eee kee Geen ee ee Ee 108 Displaying job Information o 24 he8 see ee Reese Gee ew hee 4 SESS Oe BS 109 COSC e4e lt teas E e ee ee he eG HS OEE eR EERE R Oe Eee eee wees ee eS 110 Calculating angle and distance between two coordinates 110 Calculating and manually inputting coordinates 020 eee 112 Calculating area and perimeter tbee ees see eee ee eh eee e EOS 6 ote ae Es 114 Advanced feat
95. easured point is used but not recorded in the job 3 Enter the second point for the reference line Trimble TS662 Construction Total Station User Guide 85 4 Applications 4 Enter an asterisk in the PT field to perform a wildcard search A list of matching points appears Highlight a point in the list and then press ENT Sta Plain view Side view 5 Sight the prism or reflective sheet and press MSR1 or MSR2 Das B 714 m 075 3 5982 m Sta Horizontal distance from P1 to the measure point ds 8 8768 m along the P1 P2 line O S Horizontal offset from the P1 P2 line to the Press ENT to record measured point dZ Vertical offset from the P1 P2 line to the measured point Using to switch between display screens Press to switch between the Stakeout display screens The following screens are available REF1 REF2 REF3 REF4 The REF5 screen is only available if the secondary distance unit is set For more information see Others settings page 126 Every time you press DSP the next screen appears If you press in the last screen REF4 or REF5 the REF1 screen appears To store the point and its offset distance information Rocard PT press ENT Enter the point name and feature code You can also use this screen to change the HT value 86 Trimble TS662 Construction Total Station User Guide Applications 4 Sample records CO 2pt Ref Pt 16 amp Pt 13 Az 311
96. ect Arra le in the Backsight ae t Coord screen 1 PELE 2 Ifthere is no point name for the BS press on the BS field 70 Trimble TS662 Construction Total Station User Guide Applications 4 3 Inthe AZ field enter the azimuth angle tothe BS Tmout BS nale point If you press without entering a value in the AZ field the azimuth is automatically set to 0 00 00 4 Sight the BS point and press ENT ST and F1 records are stored in the job E measurements See Advanced feature Measuring F1 and F2 page 69 Setting up a station using multiple point resection A resection sets up the station using angle distance measurements to known points o L ay aaa PO Known point 2 X2 Y2 Z2 Sete nee D meee ik Station point Xi Yi Zi Y Y You can use a maximum of 10 points in a resection Measurements can be distance and angle or angle only Calculation starts automatically when enough measurements are taken You can delete poor observations and recalculate if necessary You can also select the BS point Note If the angle between known point 1 and known point 2 measured from the station point is extremely acute or extremely oblique the resulting solution will be less reliable geometrically For geometric reliability select known point locations or station point locations that are widely spaced Trimble TS662 Construction Total Station User Guide 71 4 Applications 72 1 To st
97. ed The charger must be able to dissipate heat adequately Coverings such as blankets or clothing can cause the charger to overheat WARNING Avoid recharging the battery pack in humid or dusty places in direct sunlight or near heat sources Do not recharge the battery pack when it is wet If you do you may receive electric shocks or burns or the battery pack may overheat or catch fire WARNING Although the battery pack has an auto reset circuit breaker you should take care not to short circuit the contacts Short circuits can cause the battery pack to catch fire or burn you WARNING Never burn or heat the battery Doing so may cause the battery to leak or rupture A leaking or ruptured battery can cause serious injury WARNING Before storing the battery pack or battery charger cover the contact points with insulation tape If you do not cover the contact points the battery pack or charger may short circuit causing fire burns or damage to the instrument WARNING The battery is not itself waterproof Do not get the battery wet when it is removed from the instrument If water seeps into the battery it may cause a fire or burns Trimble TS662 Construction Total Station User Guide 23 2 Preparation Power jack Charge indicator 0 This reads Calibration 5V 4A indicator 0 Calibration button Case Top edge Calibration a indicator 1 ne Charge indicator 1 o g Battery slot 0 a
98. ed four parameters are displayed ACY Altitude const adig ACH jida aris errori To return to the first observation screen press or the Fergo softkey 3 Do one of the following To set parameters on the instrument press or the GK softkey Note If ACV ACH X or Y is out of range OVER appears Press any key to return to the first observation screen ACY Altitude const adijg k ACH sh axis error i Checking the instrument constant The instrument constant is a numerical value used to automatically correct for the displacement between the mechanical and electrical centers when measuring distances The instrument constant is set by the manufacturer before the instrument is shipped However to ensure the highest operational accuracy we recommend that you check the instrument constant several times a year 152 Trimble TS662 Construction Total Station User Guide Checking and Adjustment 6 To check the instrument constant you can either compare a correctly measured base line with the distance measured by the EDM or follow the procedure below About 100 m ka IH To check the instrument constant ae e 10 11 Set up the instrument at Point P in as flat an area as possible Set up a reflector prism at Point Q 100 m away from Point P Make sure that you take the prism constant into account Measure the distance between Point P and Point Q PQ Install a reflector prism on the tr
99. edit a coordinate that the current ST or BS refers to You cannot change a coordinate if the current ST or BS refers to it Press any key to return to the Data view screen You have tried to change the coordinates of an SO SS or CP record You cannot change the coordinates of an SO SS or CP record Press any key to return to the previous screen You have tried to delete a coordinate record that the current ST or BS refers to You must confirm that you want to delete a coordinate record that the current ST or BS refers to To Press delete XYZ the DEL softkey return to the previous screen without deleting XYZ or the Hier softkey Trimble TS662 Construction Total Station User Guide 185 10 Error Messages Job Manager You have tried to set the current job as the control file Press any key to return to the previous screen Then select a different job There is no space available to create a job or record a point Press any key to return to the Job Manager Then use the GEL softkey to delete old jobs You have entered an existing job name for a new job Press any key and then change the name for the new job You are trying to create a new job when the maximum number of jobs 32 is already stored Press any key to return to the Job Manager Then use the VEL softkey to delete old jobs Programs You did not perform a station setup or BS check before entering the Programs function To Press go to the
100. ee ome ee eee eee ee ag 187 DCdICHWIG 2 Rag ageeeeheedeun ee e veer eneenesueee ee eeaaee Ge eas ee ware 188 DCWMIOS oateeee AA Sere eC Geet eke aes eee eee a 188 Sei oO D Gas ae een ben oe eee eae eee ene geese ee ee te nee eso eae pee ee 188 PLUON OC e berate POU GeO REESE SO AEO ChE EERO EL G eb e ee Ee eae e eee ees 189 PVStCCMUEUOle seu tans Ohne ee ee tat tae ee eae awe eter eee eee eee 190 Trimble TS662 Construction Total Station User Guide 13 Contents 14 Trimble TS662 Construction Total Station User Guide CHAPTER Introduction In this chapter Thank you for purchasing this product E Parts of the instrument This instruction manual was written for the users of TS662 construction total station instruments Before you operate a TS662 total station read this manual carefully In particular pay attention to the warnings and cautions that appear in the Safety section at the front of the manual Before you begin you should also read the maintenance instructions For more information see Maintenance page 18 E Maintenance Trimble TS662 Construction Total Station User Guide 15 1 Introduction Parts of the instrument Figure 1 1 and Figure 1 2 show the main parts of the TS662 total station Carrying handle Optical sigh Finder Telescope focusing ring Telescope Horizontal axis eyepiece indication mark Diopter ring Vertical tangent j screw Reticle plate cover Battery box Batter
101. een press K 7 The TS662 total station has two axis level compensation To turn the leveling compensators on or off press lt or gt When the leveling compensators are turned off the text OFF appears on the screen If the instrument is more than 3 30 out of level the text OVER appears on the screen To return to the observation screen press or ENT Laser plummet Laser plummet ON OFF Press 4 ON to enable the laser plummet Press to close the bubble indicator window Se Tt AS 7 j H A 1g Press OFF to disable the laser plummet Press Lumi to open the luminance adjustment Se Tt AS window Toe a 1B Press to disable the laser plummet and close the Lumi OFF bubble indicator window Laser luminance adjustment Laser luminance can be set to 4 levels LASER PLUMMET AD J Press Max to increase the luminance of the laser plummet Press Min to decrease the luminance of the laser plummet Press to return to the bubble indicator window Trimble TS662 Construction Total Station User Guide 51 3 Getting Started Note The current setting of leveling compensators is indicated by header characters and after field labels such as HA VA SD and HD in observation screens For more information see Header characters The following header characters can be used in DSP screens A colon indicates that tilt correction is applied to the value A hash symbol
102. een appears To customize the S 02 S 03 and S O4 screens hold down for one second For more information see Customizing items in the Basic Measurement Screen BMS page 46 To record the stakeout point press ENT PT defaults to the last recorded PT 1 Press to record the point 80 Trimble TS662 Construction Total Station User Guide 167 815 164 172 Applications 4 After recording the point it returns to the observation Wes 187 815 screen You can continue observation or press to Ye 184 177 input another angle and distance for stakeout REC sY Specifying the stakeout point by coordinates 1 To start a stakeout by coordinates press 2 or takonut select 42 in the Stakeout menu HA HC e a a 2 ra 3DivLine 5 0 a E u PefLine 5 0 g 2 Enter the point name that you want to stake and Input Point press ENT FT Rad You can also specify the point by code or radius from the instrument If several points are found they are displayed in a list Use or v to move up and down the list Use or gt to move up or down one page 3 Highlight a point in the list and press ENT The delta angle and the distance to the target are BIRTA shown dHA 8 88 Be HD Of 541 m 4 Rotate the instrument until the dHA is close to 0 00 00 Press or MSR2 Sight the target and Press MSR dHA Difference in horizontal angle to the target point HD Distance to the target po
103. eir type point name code or by any combination of these values Searching raw records In the RAW screen press the Sr ck softkey to access the raw data search function DEL Edit Srch To find a point by name enter the name in the PT field and press twice You can use the asterisk as a wildcard For example Search RAN when you enter 3 in the PT field the search matches Type abe the points named 300 301 302 3000A2 and 3010 PT Note To search by point type move to the Type fieldand Search RAW use lt or gt to change the selected point type The options Type are ALL ST SS SO CR CO CO SY and CO RDM PT Trimble TS662 Construction Total Station User Guide 135 5 Menu Key Note If you selected ST SO F1 or F2 in the Type field you do not have to enter a value in the CD field Press in the PT field to start the search If you selected CO CO SY or CO RDM in the Type field you cannot enter a value in the PT or CD fields Press in the Type field to start the search If more than one point matches the search criteria the matching points are displayed in a list Use Y or vy to highlight the point you want to use Then press to select it Detailed data for the selected record appears Press the Ha 1487 36 107 SF softkey to change the fields shown VAS FR 25 Ba SD 249 518 m Press to return to the list PT 457 HT 4 182 m DEL Edit DSP Note If no point matches the specified
104. er in the ST field Ifthe input point number or name is an existing point its coordinates are displayed and the cursor moves to the HI Height of instrument field Ifthe point is new a coordinate input screen z A567 308 appears Enter the coordinates for the point 88 146 Press after each field When you press in the CD field the new point is stored Ifthe specified point has a code the code appears in the CD field 3 Enter the instrument height in the HI field and Input Station then press ENT STi g 123 HI AME CO POT The Backsight screen appears Backsight 4 Select an input method for defining the CATI i rge backsight point a To sight the backsight by entering H coordinates see below To sight the backsight by entering the azimuth and angle see page 70 68 Trimble TS662 Construction Total Station User Guide Applications 4 Sighting the backsight by entering coordinates eee a pZ 1 Fi d 1 z e li p rd a vA Pad 1 Pa gt 1 1 1 z 7 p z 1 Pi a a wv 4 Station point Xi Yi Zi 1 To enter coordinates for the backsight point BS press 4 or select ford in the Backsight screen 2 Enter the point name Ifthe point exists in the job its coordinates are shown 3 Ifyou intend to take a distance measurement to the BS enter the height of target in the HT field 4 Sight the BS on Face 1 F1 Press to complete the setup Torecord a fu
105. etup menu es Known t 2 Resection 3 Quick E u Remote Bh i s Check Trimble TS662 Construction Total Station User Guide 75 4 Applications HA Current HA reading Bs CHECK BS The HA to the BS in the last station setup Enter HA amp 8 8R 82 station coordinates for observations without BS aL a recording data 2 Do one of the following To reset the horizontal angle to the HA set in the last station setup sight the BS and press the Reset softkey or press ENT To cancel the process and return to the BMS press the Rizr t softkey or press ESC Base XYZ function Note Base XYZ does not store a ST record so the BS Check cannot check the backsight when you enter a station using Base XYZ To store raw data use one of the other functions in the Stn Setup menu This function does not store an ST record in the job You can use this function without an open job If there is an open job when you use this function a CO record is stored to indicate that the instruments base coordinates have changed 1 To enter the Base XYZ function press 6 or select Stnh Setup Base WZ in the Stn Setup menu tt Base The current instrument XYZ values are shown as the default 2 Enter the new instrument XYZ values and press ENT 3 Do one of the following To reset the horizontal angle enter a value in the HA field and press ENT Ifyou do not need to reset the HA leave the HA field blank and press
106. eturn to the previous screen ESC There is no station record in the current job or a station setup or BS check has not been done since the program was rebooted continue recording or select Cont i rue If there is already an ST record in the job the messages Use current orientat ior appears go to the Stn Setup menu or select TM return to the previous screen ESC Trimble TS662 Construction Total Station User Guide 187 10 Error Messages You are trying to record a coordinate with more than 13 digits Press any key to return to the previous screen Then check the current ST coordinate Searching There is no point that matches the criteria you entered Press any key to return to the point input screen This message may appear in any function where the PT CD is input such as Station Setup or Stakeout Settings You have changed one or more of the following job settings e VA zero or HA in the Angle screen see Angle page 122 e Scale T P Sea Lvl or C amp R in the Distance screen see Distance page 122 e Coord or Az Zero in the Coordinates screen see Coordinate page 124 e Angle Dist Temp or Press in the Unit screen see Unit page 125 To Press discard the changes to the job settings or the Fibre t softkey The current job remains open close the current job and save the changes to or the HE softkey the job settings Note To record a point using the new settings create a new job using the new setti
107. extra screen shows the HD VD and SD in the secondary unit Note If you select US Ft or I Ft an additional settings screen appears Use this screen to specify whether to display values in Decimal Ft or Ft Inch Split ST No Yes Select Yes to separate the point numbers of station points from other record type point numbers Note If you set the Split ST field to Yes an additional setting screen appears Use this screen to specify the starting ST number 126 Trimble TS662 Construction Total Station User Guide gt Engli ate disp Mormal Decimal Ft Inch nput 2lese Hormal CD Input lt 123 gt Menu Key 5 CD Input ABC 123 Sets the default input mode when a CD field appears Language Select a language from the list Press lt S to open the select language ale QSP screen end Unit Split ST CD Input Language Press v to move the cursor to the desired language and press to select it Fran Ais Italiano PucckHH Reboot confirmation screen appears Press and re start the instrument and the selected language will be available Reboot system Press ENT to reboot Owner s Up to 20 characters Detail Enter your name or the name of your Owrer s Detail company If you enter a value in this field aM ITE OH TRIMBLE it appears at start up X Tip To provide easier configuration for common regional settings you can quickly configure the Nikon total statio
108. ey e Press or v to move the cursor up and down e Inthe contrast adjustment window use or v to adjust the contrast To close the window press ESC 1 LCD backlight io LCD backlight is OFF sty ts LCD backlight is ON 2 Laser pointer Laser pointer is OFF Laser pointer is ON 3 Sound og Sound is OFF d Sound is ON s Trimble TS662 Construction Total Station User Guide 45 3 Getting Started key Use the key to change the current display screen or to change display settings Switching between display screens When several display screens are available the HSF indicator appears at the top left of the screen and the 48 29 11 screen indicator for example 1 4 appears at the top ne a fe pee ii right To move to the next available screen press DSP 48 29 11 8 6827 m 343 246 m For example if the DSP2 screen is currently displayed press to move to the DSP3 screen The screen 57 A aiT indicator changes from 4 to 3 4 M E Note When the secondary distance unit is set an additional screen is available It shows the HD VD and B9738 SD values For information on setting the secondary ae d e yi pf distance unit see page 126 1 568 m Note The smallest unit of display for distances measured in feet and inches is 1 16 in Smaller units are impractical in the field When the actual value is greater than 9999911 1 15 16 the
109. fields are downloaded as comment records in Nikon RAW format CO records A CO record is a comment added to the job from the system For example when you change the Stn Z using the CO Remote BM Cal Remote Benchmark function or you reset the C Z TH 475 5tn horizontal angle using the BSCheck function the Point Updated system writes a comment record When you input a Stn XYZ by Base XYZ function the recorded station appears as a comment record SY records When you complete a station setup a SY record is stored This record contains the Temperature Pressure and Prism Constant values F 29 9inHg Trimble TS662 Construction Total Station User Guide 129 5 Menu Key RM records When you record measurements in RDM Cont or RDM Rad they are labeled as RM records Each RM record consists of two screens Press to switch between the first screen showing F From To rHD and rVD and the second screen 165735 457 13 948 m showing rAZ rSD rV and rGD z 19 390 amp When you download data in Nikon RAW format RM mE H 1 records are output as comment CO records AR records An AR record stores an area and perimeter calculation When you download data in Nikon RAW format AR Hame SITE So H records are output as comment CO records Area 158 BBA m7 Perim 339 249 m View coordinate data When you press 2 or select Z gata in the Data YT menu coordinate data appears in a aren
110. g a bearing bearing intersection A bearing bearing intersection is the intersection point of two lines 1 To calculate a bearing bearing intersection press ntersection or select Hr rig Eir rra in the Intersection men Moa S Brna Dist 3 i amp t Diat u Pt Line 2 Enter the first point name and press ENT Alternatively to measure directly to the point press the MSF softkey 3 Define the first line by azimuth softkey The Fr field defaults to the P1 point but you can change the selected point In the To field enter or measure to the second point For more information about the 0 softkey see Advanced feature Entering angle and distance offsets page 121 5 Do one of the following To return to the previous screen press ESC The calculated value appears in the AZ field To go to the next screen press ENT Trimble TS662 Construction Total Station User Guide 117 5 Menu Key 6 Define the second line by two points or byP2and Trout AF TD i AZ Fe 7 To calculate the coordinates of the intersection point press in the AZ field The calculated coordinates are displayed You can input a Z coordinate if necessary 8 Enter a value in the PT field and in the CD field 9 To record the point press ENT Sample records CO Int BB P1 P10 AZ 330 54175 90 00000 CO P2 408 AZ 100 0000 0 0000 CC A123 4567 3080 200 1467 1 2056 POT Calculating a bearing distance intersection
111. g a single point name the PT Hold NSE T T defaults to the last PT 1 to change MSR mode If you selected a point from the list the display returns to the list unless all points have been selected Press to return to the point input screen Advanced feature Specifying a stakeout list by range input 1 To input points by range press the F D inout Pont softkey in the PT field 2 Enter the start point Fr and the end point To Tpout Pont Ranae The range between Fr and To must be less than F ri A iag 1001 points If existing points are found between Fr and To a point list appears To highlight a point press Y or v To go to the stakeout observation screen press ENT 82 Trimble TS662 Construction Total Station User Guide Applications 4 If you have assigned a control job and additional points are found in the control job the Str 1 softkey appears under the list DivLine S O This function divides the line between the instrument and the first target by an input span number It then guides you to stake out the points one by one l Press 3 orselectbiwline 5 0 inthe Stakeout Stakenyt menu oa ADi Line 5 0 z u RefLine 5 0 2 Setup the baseline To do this sight the target on Mikan the line the end point and press or MSR2 ite 289 35 467 Js 3 Enter the total stake number in the Span total field a 209 35 46 148 268 m The observation screen for the firs
112. guration presets To provide easier configuration for common regional settings you can quickly configure the Nikon total station to a pre set combination of default regional settings The Regional Configuration screen appears only after the language configuration is complete the instrument has rebooted 1 Follow the steps in Language page 127 Once the instrument rebooted the Regional Configuration screen appears REGIONAL COMFIGURAT ION International 2 Press or vy to highlight the required regional United States settings and then press ENT 3 Ifyou do not want to change the current settings press and quit The instrument will continue to use the last configured settings that were configured The settings affected by the Regional Configuration screen are Category Setting Europe International United States Angle VA zero Zenith Zenith Zenith Resolution 1 See note 1 See note 1 See note HA Azimuth Azimuth Azimuth Distance Scale 1 000000 1 000000 1 000000 T P corr On On On Sea Level Off Off Off C amp R corr 0 132 0 132 0 132 Coordinates Order ENZ ENZ NEZ Label ENZ ENZ NEZ AZ zero North North North Power Save Main Unit Off Off Off Sleep 5 minutes 5 minutes 5 minutes Communication Ext Comm Nikon Nikon Nikon Baud 4800 4800 4800 Length 8 8 8 Parity None None None Stop bit 1 1 1 Stakeout Add PT 1000 1000 1000 Units Angle GON DEG DEG Distance meters meters US ft Temp C C F Press mm Hg mm Hg In Hg
113. have not taken a distance measurement H 1477 9o 117 before entering this function a temporary VAS 98 27 4587 measurement screen appears D m HT 2 Sight the target and press or MSR2 3 To take the angle offset rotate the alidade and telescope The measured distance HD remains unchanged LI 4 To record the offset point press or the OE Take the Hoe 0 5 i softkey The XYZ data is also recalculated based on the new angle Note You can record an angle offset in the Basic Measurement Screen BMS After taking a distance measurement rotate the alidade and or telescope Then press to record the measured distance with the updated angle value If you use this method the dimension of the angle offset is not stored as a CO record To store the CO record use the O S function Two prism pole 1 To enter the two prism pole function press 3 or 2 Sight the first prism and press or MSR2 Sight the tst PT and Press MSR 3 Sight the second prism and press or MSR2 WME lt DT gt A F5 87 18 UA 87 eo 46 SD mla Sight the 2nd Pt and Fress MSR 98 Trimble TS662 Construction Total Station User Guide Applications 4 4 Enter the distance between the second prism Input Target and the target point Alternatively if you do not Pi Po 9 588 m need QA information you can leave the distance ri between the first and the second prism blank fa PI P can Ge left blank
114. he TS662 total station carefully to protect it from shocks and excessive vibration Unpacking Packing To unpack the instrument grip the carrying handle and carefully remove the instrument from the carrying case To pack the instrument back into the carrying case see the figure on the right Charging the battery pack A Before charging the battery pack read the warnings also listed in the Safety section at the front of this manual and the following notes WARNING Do not damage the rechargeable Lithium ion battery A damaged battery can cause an explosion or fire and can result in personal injury and or property damage To prevent injury or damage Do not use or charge the battery if it appears to be damaged Signs of damage include but are not limited to discoloration warping and leaking battery fluid Do not expose the battery to fire high temperature or direct sunlight Do not immerse the battery in water Do not use or store the battery inside a vehicle during hot weather Do not drop or puncture the battery Do not open the battery or short circuit its contacts WARNING Avoid contact with the rechargeable Lithium ion battery if it appears to be leaking Battery fluid is corrosive and contact with it can result in personal injury and or property damage To prevent injury or damage If the battery leaks avoid contact with the battery fluid If battery fluid gets into your
115. he selected job as the control job tae ae press or the es softkey To cancel the process press or the Ho softkey Note lf a control job is already assigned the newly Control Joh lt UFF assigned control job replaces it as the control job To clear Jan name CONTROLS the control job selected highlight the current control job in Stop using this Job i i the job list and press the tr 1 softkey Then press or as the Control Job E i thees softkey to confirm Displaying job Information To display job information highlight the job name and then press the I rif softkey Ctrl Info The Information screen shows the number of records in the job the free space and the date when the job was JOB name HIKON123 created Free space indicates how many points can be P YP Records nad stored in the job Free space 11207 Created 2HH2 Hb 21 To return to the job list press any key Trimble TS662 Construction Total Station User Guide 109 5 Menu Key Cogo Use the Cogo menu to perform coordinate geometry COGO calculations You can access this menu at any time fi b ti PT input ime from any observation or PT input screen 2 Area amp Perin g To open the Cogo menu press Jor select Coso onthe yo LIne RUS MENU screen Pa Intersection Calculating angle and distance between two coordinates To open the Inverse menu press 1 or select Irmser se in the Cogo menu PT PT inverse PT PT calc
116. height of target is fixed to VA 89er 467 0 0000 for the offset point aD T9482 m PT fi CO Aas Sample records SS 40 0 0000 48 3304 169 20370 82 02470 10 52 37 CO PT1 0 0000 48 3020 169 19165 83 58565 CO PT2 0 0000 48 3155 168 54250 85 42440 CO O S MSR 40 0 0000 0 0000 169 20370 87 02340 Note The calculated point TGT is stored as a SS record Note Measurements to the first and second target P1 and P2 are stored as comment records PTI and PT2 The last record records the angle measurement to the ALT vertically offset point from the actual target point 100 Trimble TS662 Construction Total Station User Guide Applications 4 Entering a horizontal distance after an angle only shot Note This function is useful when the instrument is very close to the point and it is difficult to take a measurement using the EDM L To enter ime arena HD function press 5 or select in the Offset menu 1 Tape 2 Angle 3 Priasm Pole 4 Line by HA g s Ho 2 Turn the telescope in the direction of the point Trout Ho that you want to store Ha 40 9 117 3 Enter the HD Usually this is the taped distance ual from the instrument point 4 Enter a PT and CD value and press ENT The target point is calculated and recorded as an SS record Sample records SS 158 0 0000 77 0518 62 08380 108 06510 11 51 48 CO Input HD 76 1243 Calculating a corner point 1 To enter the corner p
117. ie a 4 a value is held again HD x 5i BS 5 4 To end repeat angle measurement press ESC e FUT Fimo wae 5 When you have accumulated enough horizontal E angle between the backsight and the foresight HRe Jo Be aT press MSR1 or to take a measurement to HRX ct ae ay the foresight x Sight the BS Press EHT The averaged horizontal angle appears This value is fixed until the process is finished or cancelled HRx HR N HA BSAz HRx normalized Foresight as a LF record 66 Trimble TS662 Construction Total Station User Guide Applications 4 HRx is not updated even if the instrument is moved 6 Press to store the foresight as a CP record Rocard PT Check the PT HT and CD values Then press PT 41408 to record measured up to 1999 5959 Note This function stores both raw and XYZ data as CP records regardless of the Store DB setting Face 1 Face 2 measurement Note Use Face 1 Face 2 F1 F2 measurements to obtain maximum accuracy for measuring angles Using F1 F2 measurements effectively cancels out mechanical constant error except for some special errors such as the vertical axis error For more information see Face 1 Face 2 measurements page 35 F1 F2 is not supported by single display To take F1 F2 data without taking a distance finale measurement press 4 or select Fi F in the Angle Ha 34 88 70 a Set BHA 5 Hold menu If you have already taken a dista
118. ings Ppp Before using the instrument read the following warnings and follow the instructions that they provide WARNING Never look at the sun through the telescope If you do you may damage or lose your eyesight WARNING TS662 instruments are not designed to be explosion proof Do not use the instrument in coal mines in areas contaminated with coal dust or near other flammable substances WARNING Never disassemble modify or repair the instrument yourself If you do you may receive electric shocks or burns or the instrument may catch fire You may also impair the accuracy of the instrument WARNING Use only the battery charger and AC adapter that are supplied with the instrument Do not use any other charger or you may cause the battery pack to catch fire or rupture Trimble TS662 Construction Total Station User Guide 3 Safety gt EP D WARNING Do not cover the battery charger and AC adapter while the battery pack is being recharged The charger must be able to dissipate heat adequately Coverings such as blankets or clothing can cause the charger to overheat WARNING Avoid recharging the battery pack in humid or dusty places in direct sunlight or near heat sources Do not recharge the battery pack when it is wet If you do you may receive electric shocks or burns or the battery pack may overheat or catch fire WARNING Although the battery pack has an auto reset circuit breaker you should take
119. int Note If you press without entering HA the current HA is used 3 Rotate the instrument until the dHA is close to c j 0 00 00 Hat 205 35 41 HE 87 541 m E 4 Sight the target and press or MSR2 Sight the target and Fress MSR Trimble TS662 Construction Total Station User Guide 79 4 Applications When the measurement is completed the differences between the target position and the stakeout point are displayed dHA Difference in horizontal angle to the target point R L Right Left Lateral error IN OUT In Out Longitudinal error CUT FILL Cut FilL 8 8A Be 8 864 m 1 883 m 8 861 m Press ENT to record Once a measurement is taken the Cut Fill value and Z coordinate are updated as the VA is changed Note If you press in any observation screen the HOT key menu appears You can use this menu at any time to change HT and T P Using to switch between display screens 1 Tl e Tamp Press 3 Target 4 Hote 3 Default PT HT key HT Press to switch between the Stakeout display screens The following screens are available S 01 S 02 S 03 S 05 S 06 S 07 S 04 S 08 The S O8 screen is only available if the secondary distance unit is set For more information see Others settings page 126 Every time you press DSP the next screen appears If you press in the last screen S O7 or S O8 if the secondary distance unit is set the S O1 scr
120. int 5 Ask the rodman to adjust the target position When the target is on the intended position the displayed errors become 0 000 m or 0 000 ft dHA Difference in horizontal angle to the target PT ABA pont qdHA H 8B 76 R L Right Left Lateral error k 48 855 m IN OUT In Out Longitudinal error IN 4 8 9276 m FILt 8 836 m Pross ENT to record CUT FILL Cut FilL Note To switch between display screens press DSP This function works as in the angle distance stakeout except that the screen counter for example S O1 8 is not displayed For more information see Using DSP to switch between display screens page 80 Note Once a measurement is taken the Cut Fill value and Z coordinate are updated as the VA is changed Trimble TS662 Construction Total Station User Guide 81 4 Applications 6 To record the point press ENT PT defaults to the specified PT 1000 Note Use os Add Constant ee int Settir to Pa an ee that is aed to the point aber ae staked to generate a new number for recording the staked point The default value is 1000 For example when you stake out PT3 with an Add Constant of 1000 the default number for SO record is 1003 For more information see Stakeout page 125 After recording the point the display returns to the observation screen When you press ESC the display of 16 29 returns to the PT CD R input screen If you entered the D i a fae stakeout point usin
121. ion Total Station User Guide 27 2 Preparation Use the electronic level to level the instrument For detailed instructions see Leveling page 28 Check the laser pointer is over the station point Ifthe station point is off center do one of the following Ifthe station point is slightly off center loosen the tripod mounting screw and then center the instrument on the tripod Use only direct movement to center the instrument Do not rotate it When the instrument is centered tighten the mounting screw Ifthe displacement of the station point is major repeat this procedure from Step 2 Centering using a plumb bob k Set up the instrument on the tripod For detailed instructions see Setting up the tripod page 27 Hang the plumb line on the hook of the tripod mounting screw Adjust the length of the plumb line so that the tip of the plumb bob is at the height of the station point Loosen the tripod mounting screw slightly Using both hands to support the outer side of the tribrach carefully slide the instrument about on the tripod head until the tip of the plumb bob is positioned over the exact center of the station point Note To confirm that the instrument is precisely aligned check its position from two directions at right angles to each other Leveling When you level the instrument you make the vertical axis of the instrument exactly vertical To level the instrument use the electronic level In th
122. ip There is no undelete function in the Job Manager Before you press or select LEL make sure that the selected job is the one that you want to delete 1 Inthe job list highlight the job that you want to Job Manager delete HIKOH123 82 66 21 TORYO 1 Me BHe 18 CONTROL 3a B2 HeE 17T BaBo ob 3 be HS 26 Creat DEL Ctel Info 2 Press the FEL softkey A confirmation screen Delete JOB APPEuLS Job name YOKOHAM 3 Do one of the following ii Are you sure To delete the selected job press or the Abr i DEL DEL softkey To cancel the deletion and return to the previous screen press or the Abr t softkey After you delete a job the display returns to the Delete JOB job list ai TEET Deleting Job Setting the control job If you search for a point when a control job is specified and the system cannot find the point in the current job the control job is also searched If the point is found in the control job it is copied to the current job as a UP record A control job has the same format as a standard job You can open and modify it like any other job and you can use it to record any measured data To set the control job 1 Highlight the job that you want to use 2 Pressthe tr 1 softkey E Pe SA Ctrl Info 108 Trimble TS662 Construction Total Station User Guide Menu Key 5 A confirmation screen appears Control Job OW 3 Doone of the following Job name HIROW123 To set t
123. ipod at Point P Set up another tripod at Point R on the line between Point P and Point Q Transfer the TS662 total station to the tripod at Point R Measure the distance from Point R to Point P RP and from Point R to Point Q RQ Calculate the difference between the value of PQ and the value of RP RQ Move the TS662 total station to other points on the line between Point P and Point Q Repeat Step 5 through Step 9 ten times or so Calculate the average of all the differences The error range is within 3 mm If the error is out of range contact your dealer Trimble TS662 Construction Total Station User Guide 153 6 Checking and Adjustment Checking the laser pointer The TS662 total station total station uses a red laser beam to a laser pointer The laser pointer is coaxial with the line of sight of the telescope If the instrument is well adjusted the red laser pointer coincides with the line of sight External influences such as shock or large temperature fluctuations can displace the red laser pointer relative to the line of sight 154 Trimble TS662 Construction Total Station User Guide In this chapter Main body m Star mponent E E onnector Trimble TS662 Construction Total Station User Guide 155 7 Specifications Main body Telescope Tube length 125 mm 4 91 in Magnification 30 X Effective diameter of 40 mm 1 57 in objective EDM 45 mm 1 77 in Image Erect Field of view 1 20
124. ist its coordinates are displayed and a beep sounds CO FEHCE 479561 348 18388 586 d2 876 Recording an instant measurement You can also input a point by recording an instant measurement To do this press the MSF softkey An observation screen appears Ho 147 o 117 98 27 46 Press or to start a measurement To change fi the height of the target press the HT softkey To go to the point recording screen when you have finished the measurement press ENT Enter the point or code name Press ENT Note When you move the cursor to a field the current or default value appears in inverted text this is the default Replace All input mode Note Press gt to change the input mode to Overwrite mode and highlight the first character Press lt to move the cursor the end of the string Entering a point from the stack The point stack is a list of recently used points To display the stack press the Stack softkey when the cursor is in the PT field Use Jor vy to move the cursor to the point that you want to use Then press ENT 56 Trimble TS662 Construction Total Station User Guide Getting Started 3 When you return to the point input screen the selected Record PT point name is entered in the PT field incremented by one For example if you selected the A101 point A102 appears in the PT field Note The stack shows the last 20 point names used in chronological order from l
125. l 2008 18 39 22 13NMSftware Pre install version 1 0 0 1 13NMInstrument TS662 13NMDist Units Metres 13NMAngle Units Degrees 13NMZero azimuth North 13NMZero VA Horizon 13NMCoord Order NEZ 13NMClient 13NMDescription 13NMTilt Correction VA ON HA ON 13NM EXAMPLE6 lt JOB gt Created 23 Jul 2008 07 09 21 O8KI0001100 000 200 000 10 000 O8KI0002200 000 300 000 20 000 O2KI0001100 000 200 000 10 000 0 100 07KI0001000245 0000 0 0000 13F100000002 lt null gt lt null gt 0 0000 13F200000002 lt null gt lt null gt 179 9639 13NMBS Check HA 359 3525 Reset to HA 0 0000 07 21 41 13F10000000323 990 4 1694 0 0000 13F20000000323 990 175 8403 180 0028 O3NMO 000 13F10001000323 990 4 1653 359 9833 MAIN PLATFORM 13F10001000427 445 2 4097 328 1958 RAMP 13NMStart of 2 Pt Resection 13F10000000427 445 2 4097 0 0000 13F10000000323 991 4 1542 31 8042 13F10000000427 430 1 8583 121 4306 13F10000000323 976 3 8625 153 2306 O8KI0011100 005 199 996 10 000 O2KI0011100 005 199 996 10 000 0 100 07KI0011000344 9980 0 0000 180 Trimble TS662 Construction Total Station User Guide Communications 9 SDR2x coordinate data format OONMSDR20V03 05 000023 Jul 2008 18 40 111211 1ONMEXAMPLE6 01KI1 TS662 000000 TS662 00000012 0 000 0 000 0 000 13NM 080926 2 lt JOB gt Downloaded 08 Oct 2008 18 40 06 13NMSftware Pre install version 1 0 0 1 13NMInstrument TS662 13NMDist Units Metres 13NMAngle Units Deqrees 13NMZero azimuth North 13NMZero
126. l Station User Guide 167 9 Communications Uploading coordinate data Settings To ee me transmission speed a and other settings go to gt o mett graa t C y For more x dormaion see T nage 125 baud ae Parity Mone Stop bit 1 Record format You can upload coordinate records in the following formats AE ee A ETE a a 168 Trimble TS662 Construction Total Station User Guide The record formats shown above use the following codes Code Description PT Point number X Actual X coordinate Actual Y coordinate Z Actual Z coordinate CD Feature code Data example 20100 6606 165 1639 383 30 762 RKBSS 20104 1165611 6800 116401 4200 00032 8080 20105 5967 677 1102 343 34 353 MANHOLE 20106 4567 889 2340 665 33 444 PT1 20107 5967 677 1102 343 34 353 20109 4657 778 2335 667 PT2 20111 4657 778 2335 667 20113 4657 778 2335 667 20115 34 353 MANHOLE 20117 33 444 Length Up to 20 digits Variable length Variable length Variable length Up to 16 characters Communications Trimble TS662 Construction Total Station User Guide 9 169 9 Communications Uploading point lists and code lists Settings To ee e transmission speed a and other settings gt Settings i t For more go tof onon see E nage 125 File format Stop bit 1 PT lists and code lists use the same record format Use the filenames POINT LST for a PT list and CODE LST for a code list DEFAULT Figure 9 1 St
127. list In the list screen enter the first character of the name you want to find to jump to that part of the list For more information see Advanced feature Searching for a code by using the first character page 58 Deleting points codes or layers In the point or code list use or v to highlight the item you want to delete Then press the PEL softkey A confirmation screen appears Press or the Yes Delete Them softkey to delete the item PT BC Are you sure Press or the He softkey to cancel the deletion Note To delete a whole layer highlight the layer name in the list and press the GEL softkey All codes and layers in the selected layer are deleted Are You sure 138 Trimble T8662 Construction Total Station User Guide Editing an item in the point list or code list Use or v to highlight the item that you want to edit Then press the Edit softkey An editing screen appears For points the Edit Item screen appears It contains only the PT field For codes the Edit Code screen appears containing the CD field and the REC field Edit the text shown and then press ENT A confirmation screen appears Press or the es softkey to accept the changes and update the list Note Edit code list The Edit Code screen has two fields The CD field contains the text that appears in the list screen The REC field is optional It contains the text that is stored in the job If you leave the REC field blank
128. ll shot with HA VA and SD values to the BS press or MSR2 AZ Azimuth calculated by coordinates Ifyou are measuring to a known coordinate BS press to display a QA screen The QA screen shows the dHD and dVD values 4 819 m which indicate the difference between the Prass ENT to Finish A measured distance and the distance calculated from the known coordinates k 5 To record the station press ENT 6 To finish the station setup after taking a distance a TE measurement press ENT ST and F1 records are WETE A ASA m stored to the current job REC STH A Press LENT to finish Advanced feature Measuring F1 and F2 Note F1 F2 is not supported by single display Trimble TS662 Construction Total Station User Guide 69 4 Applications To take an angle shot and proceed to the next Em measurement on Face 2 press the F 2 softkey Ar PAO an 457 Turn to Fe fa Sight BS amp IMSRIZLEHT To go directly to the Face 2 measurement after taking a distance measurement to the BS on Face l flip the Z 269 48 35 telescope The instrument automatically detects F1 F2 HD i Mig Sight BS on Fz and a Press MSR or EHT Press on Face 2 The delta screen appears To record the ST and F1 F2 records press ENT or the ie oa IE CE softkey 4 886 m va Station point Xi Yi Zi 1 To enter the azimuth angle to the backsight Backsiaht point press 2 or sel
129. llocated to and displays the result y a When the menu or list is displayed moves the cursor to the next item Face 2 Functions the same as on the Face 1 keyboard has been ENT a pressed 42 Trimble TS662 Construction Total Station User Guide Getting Started 3 Status bar The status bar appears on the right side of every screen It contains icons that indicate the status of various system functions Status bar a oa F FF a 98 88 BR oD 1686 808 m Input mode indicator The Input mode indicator only appears when you are entering points or coordinates It shows the data input mode 1 Input mode is numeric Press a key on the number pad to enter the number printed on the key F Input mode is alphabetic Press a key on the number pad to enter the first letter printed beside the key Press the key repeatedly to cycle through all the letters assigned to that key For example to enter the letter O in alphabetic mode press 5 three times Laser pointer indicator The icon appears while turning on the laser pointer When the icon is displayed on the screen the emitting power is laser class 3R Eo Laser pointer ON None Laser pointer OFF EDM measurement status When you are taking measurements the EDM measurement status shows the mode that is being used When you display observation data the EDM measurement status shows the mode that was used when the data was collected He Reflectorless mode
130. lt in personal injury and or equipment damage To prevent injury or damage Do not charge or use the battery if it appears to be damaged or leaking Charge the Lithium ion battery only in a product that is specified to charge it Be sure to follow all instructions that are provided with the battery charger Discontinue charging a battery that gives off extreme heat or a burning odor Use the battery only in equipment that is specified to use it Use the battery only for its intended use and according to the instructions in the product documentation Laser safety gt gt BP p A The TS662 instrument is a Class 3R Laser Product in accordance with IEC60825 1 Am2 2001 Safety of Laser Products Use of the Laser Class 3R equipment can be dangerous Precautions To counteract hazards it is essential for all users to pay careful attention to the safety precautions and control measures specified in the standard IEC60825 1 2001 08 resp EN60825 1 1994 A11 1996 A2 2001 within the hazard distance particularly as described in this document WARNING Only qualified and trained persons should be assigned to install adjust and operate the laser equipment WARNING Areas in which these lasers are used should be posted with an appropriate laser warning sign WARNING Precautions should be taken to ensure that persons do not look directly with or without an optical instrument into the beam WARNING
131. n a Stakeout observation screen The Data Rec settings must be set to COM Returns to the previous screen In numeric or alphanumeric mode deletes input Starts distance measurement using the measure mode settings page 61 for the key Displays measurement mode settings if held down for one second Starts distance measurement using the measure mode settings page 61 for the key Displays measurement mode settings if held down for one second 40 Trimble TS662 Construction Total Station User Guide DSP ANG STN PRG cui J D on N B D Getting Started Function Moves to the next available display screen Changes the fields that appear on the DSP1 DSP2 and DSP3 screens if held down for one second Displays the Angle menu Displays the Station Setup menu In numeric mode enters 7 In alphanumeric mode enters 7 Displays the Stakeout menu Shows stakeout settings if held down for one second In numeric mode enters 8 In alphanumeric mode enters A B C or 8 Displays the Offset Point Measurement menu In numeric mode enters 9 In alphanumeric mode enters D E F or 9 Displays the Programs menu which contains additional measuring programs In numeric mode enters 4 In alphanumeric mode enters G H or 4 In numeric mode enters 5 In alphanumeric mode enters J K L or 5 Displays RAW XYZ or STN data depending on your setting In numeric mode enters 6 In
132. n to a pre set combination of default regional settings For more information see Changing regional configuration presets page 39 X Tip The Nikon total station supports up to 3 languages on the instrument For more information on changing the language settings see page 127 Use the Data menu to view or edit records To display ha the Data menu press 4 on the MENU screen arab data Viewing records Note You can view data at any time even in an observation screen or while entering points Trimble TS662 Construction Total Station User Guide 127 5 Menu Key Viewing raw data To show the raw data records in a list press 1 on the Rol D So SHS ata menu screen 25 A FENCE When you first view the raw data the last four raw E SAAR CT ES records in the current job are displayed Use or v to scroll through the records DEL Edit Srch To see detailed information for the selected records Ho 1487 56 10 ress ENT VA Fe 25 087 j SD 29 918 m To return to the record list press ESC PT 306 HT 4 187 m DEL Edit DSP SS CP F1 F2 records Raw SS CP F1 and F2 records contain PT HT CD HA VA and SD fields SS records are sideshots topo shots All shots from the Basic Measurement Screen BMS are stored as SS records CP records are shots taken in the Angle or Repeat menus or in the BMS For more information see Recording a foresight point after repeat angle measurement pag
133. nce measurement to the target you can initiate F1 F2 averaging by flipping the telescope to the other face Press ENT on Face 2 The delta screen appears To record the averaged HA VA and SD from the F1 F2 data press ENT or the OF softkey and select the CP or SS record type Note For the HA to be adjusted from a F1 F2 measurement the Backsight must also have been T STH Setup has measured in F1 F2 during the station setup to be in FirF Press any key Horizontal angle hold To hold the horizontal angle to the current value press HA Hold or select Foie in the Angle menu H a n 347 pa a bi HA is held amp fixed until the ENT is pressed 4g et Trimble TS662 Construction Total Station User Guide 67 4 Applications To set the horizontal angle to the displayed value press or the Set softkey To cancel the process and return to the Basic Measurement Screen BMS press or the Abr t softkey Station setup To open the Stn Setup menu press in the BMS Stn Setup 1 To select a command from this menu press the a 2 Posection corresponding number key Alternatively press lt or 3 WICK a to highlight the command and then press ENT Press E CZ i i 4 c i or v to move up or down one page The last function used is highlighted Setting up a station with known coordinates or azimuth 1 Press 4 or select Eriniur in the Stn Setup menu 2 Enter a point name or numb
134. necting it to an external device connector are shown below Pin Signal Description 1 RXD Receive data Input 2 TXD Send data Output 3 NC No connection 4 V Power 5 GND Ground 6 NC No connection CAUTION Use only the pin connections shown above Using other connections will damage the instrument CAUTION The TS662 total station total station has different pin assignment from other models of Nikon total station To connect to an external power source supply power to Pin 4 power terminal and Pin 5 ground terminal on the instrument The instrument will use the external power source even if the internal battery packs are attached CAUTION Make sure that the power supplied is within the rated input range 4 5 V to 5 2 V DC 1 A maximum Power supplied outside this range will damage the instrument 160 Trimble TS662 Construction Total Station User Guide Specifications 7 To communicate with an external device connect the RS 232C signal from the external device to Pin 1 input terminal and to Pin 2 output terminal on the instrument Cap the data output external power input connector securely while not in use The instrument is not watertight if the cap is not attached or not attached securely and when the data output external power input connector is in use The instrument can be damaged by static electricity from the human body discharged through the data output external power input connector Before handling the
135. ngs Stakeout The point name style used in the Fr field is not the same as the style used in the To field For example the Fr field style is 1 and the To field style is A200 Press any key to return to the Fr To input screen Then re enter the point name using the same naming style in both fields 188 Trimble TS662 Construction Total Station User Guide Station Error Messages 10 You did not perform a station setup or BS check before entering the Stakeout function To Press go to the Stn Setup menu or select str Setur return to the Basic ESC Measurement Screen BMS go to the Stakeout menu or select ont rus P T k iriue does not resume the last ST record You should only use the mH sation ify you are sure that the previous ST coordinates and the current HA orientation are correct Otherwise records in the Stakeout function may not be correct Calculating ST failed in resection This message may appear after you have deleted a point the View shots screen Press any key to return to the PT input screen Take another shot to calculate the ST coordinate The input PT or coordinate is identical to the current station in STN 1 Known or the same coordinate or point name number is found in Resection Press any key to return to the PT input screen Then use a different PT There is not enough space to record a station when you start any of the Station Setup functions To Press return to the BMS press or
136. ngth 635 nm Output power CW Po lt 1 0 mW Table 1 2 Conforming standards E U EN60825 1 Am 2 2001 IEC60825 1 Am 2 2001 class 3R USA FDA21CFR Part 1040 Sec 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated June 24 2007 Trimble TS662 Construction Total Station User Guide 7 Safety Labels Laser pointer and distance meter Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated June 24 2007 MADE IN JAPAN NIKON TRIMBLE CO LTD Technoport Mitsuiseimei Bldg 16 2 Minamikamata 2 chome Ota ku Tokyo 144 0035 Japan CFR 8 Trimble TS662 Construction Total Station User Guide Laser plummet This device complies with Part 15 of the FCC Rules Operation is subject to the following two conditions 1 this device may not cause harmful interference and 2 this device must accept any interference received including interference that may cause undesired operation Contains FCC ID W4LNT0001 1C 8170A NT0001 FCC Contents ee ee ee ee ee ee ee 3 Warnings and CANONS sa s 442 eo5 h e594 a one ew Gee bee Eee eee ee ee 3 Woes ote Ae se ABR ee RRO Behe eee eee eee eee whe eee as 3 COUVIONS cs ene ee oe ee eee eee eee hbo kee pee ee Eh OS eee og en 4 Rechargeable Lithium ion Li ion batteries 2 0 0 ee 5 WASP SAIC avg a he cee EGU R ee ee eG Oh ee ee eee eee MES ae Bees Sea aS 6 ils a ee oe ee ee ee ee ee e
137. of the FCC Rules These limits are designed to provide reasonable protection against harmful interference in a residential installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be determined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures Reorient or relocate the receiving antenna Increase the separation between the equipment and receiver Connect the equipment into an outlet on a circuit different from that to which the receiver is connected Consult the dealer or an experienced radio TV technician for help A N Warning This equipment has been certified to comply with the limits for a Class B personal computer and peripherals pursuant to Subpart B of Part 15 of FCC Rules Only peripherals computer input output devices terminals printers etc certified to comply with the Class B limits may be attached to this equipment Operation with non certified personal computer and or peripherals is likely to result in interference to radio and TV reception The connection of a non shielded equipment interface ca
138. oint function press 6 or select former in the Offset menu Pa SUD pas U Circle 2 Take a distance measurement to the first prism pia B Input dsb or target on the wall Press or MSR2 Trimble TS662 Construction Total Station User Guide 101 4 Applications 8 Sight a second point on the same wall with the first point measurement Press or MSR2 Sight the first point on the second wall Press or MSR2 three points If you take a measurement to a fourth point the corner point can be calculated as the intersection of two walls P1 P2 and P3 P4 The default elevation is given by P4 Enter a PT and CD value The height of target HT defaults to the value used in the last measurement To record the corner point press ENT 102 Trimble TS662 Construction Total Station User Guide OFS PL 1 HA 48 29 117 VA 97AT 46 Le 45 673 m Sight the tst PT and Press MSR H 75 7 187 UA 87 89 467 ii Sight the 2nd PL and Press MSR HA 94 81 327 VA Tap 467 oD Sight the 5rd Pt and Press MSR PL 4 gt Ha 128 58 37 VA Tap 467 oD Record PT PT Ale Applications 4 Sample records SS 58 0 0000 48 3304 169 19165 82 02470 10 52 37 FLOOR2 CO PT1 1 0080 48 3020 169 19165 83 58565 CO PT2 1 0080 48 3155 128 54250 85 42440 CO O S MSR 40 0 0000 0 0000 169 20370 87 02340 Note The calculated corner point is st
139. orded is in Azimuth value When this field is set to 0 to BS HA is in HA zero to BS value Distance To open the Distance menu press 2 or select i st arice in the Settings menu Scale Numeric value between 0 999600 and D 1 000400 scale WEEE T P corr ON OFF T P corr OW Sea Level ON OFF oO Level ae C amp R corr OFF 0 132 0 200 it ele Note The Scale T P corr Sea Level and C amp R corr job settings cannot be changed once a Job is created 122 Trimble TS662 Construction Total Station User Guide Menu Key 5 Temperature and Pressure corrections K 278 23 022947 yp 1 P s 273 16 SD 1 zz SD 100000 SD Slope dist before adj SD Slope dist after adj K Compensation coefficient P Pressure hPa T Temperature C Sea Level correction HD Horizontal dist before adj HD Horizontal dist after adj ZSTN Instrument Z Re 6370 km Curvature and Refraction correction Because the surface of the earth is curved the vertical difference VD and Z at the measurement point as referenced to the horizontal plane inevitably includes some error This error is called curvature error Also because the density of the air Trimble TS662 Construction Total Station User Guide 123 5 Menu Key surrounding the earth decreases with altitude light is refracted at different rates at different altitudes The error caused by this change in refraction is called refraction error Curva
140. ored as an SS record The next three or four comment records are measured points For example CO Point name fixed to PT1 PT2 etc HT SD HA VA Measuring circle offsets 1 To enter the circle center calculation function FF zat _ press 7 or select ir cle in the Offset menu j ena a E Input dsb Ifyou have not taken a measurement to the circle Ha 147 9o 117 before entering this function a temporary VA 9872P 487 measurement screen appears at lt A aii PT amp Press MSR 2 Sight any point on the surface of the circle and Ha 1477 So 117 press or MSR2 VAs 98 27 487 She 75 384 m HT Note If you use a prism attached to the surface of the circle for the distance measurement press the 30 softkey to eliminate the offset error from the attached point to the measured surface of the prism before you press 3 Sight one edge of the circle and press ENT 129767 46 68 29 117 oy 3ight an Edge ik amp Press ENT 4 Sight the other edge of the circle and press ENT H 156727 34 gt VA GA 29 117 aid 3ight the others amp Press ENT Trimble TS662 Construction Total Station User Guide 103 4 Applications The instrument calculates and records the center of the circle It also calculates the coordinates of the center point and the radius of the circle 5 To record the point press or the E softkey Sample records S 71 1 5000 37
141. pe the point name and press ENT Enter the azimuth horizontal distance and vertical distance Then press ENT To enter 123 45 45 type 123 4545 and press ENT Input dup Em 1 If you do not enter a value in the dVD field the value ae 12345 457 0 000 is used A recording point screen with the calculated 4567 308 coordinates appears PT defaults to the last recorded i 88 146 PT 1 Press to store the point Traverse To open the Traverse 2Pt Angle function press 2 or fy auer se in the Input menu Traverse function calculates a new point based on the two defined points and angle horizontal and vertical distances from the line defined by those two points 112 Trimble TS662 Construction Total Station User Guide Menu Key 5 To enter P1 and P2 enter point names or take measurements to targets Enter the plus minus angle horizontal distance and Input dup vertical distance from the baseline defined by P1 P2 aD 64 80 51 If you do not enter a value in the dVD field the value 0 000 is used When you press in the dVD field a new point is z 187 815 calculated The PT name defaults to the last recorded i 184 172 PT 1 To record the new point and return to the point input screen press ENT P1 base PT defaults to the previously recorded PT P2 defaults to the previous P1 Note To continuously calculate a new point enter Ang HD and aVD from the previous bearing lin
142. pecifications 7 Dimensions Main unit 149 mm W x 145 mm D x 306 mm H Carrying case 435 mm W x 206 mm D x 297 mm H Weight Main unit w o battery 3 8 kg 8 38 Ibs approx Battery 0 1 kg 0 22 Ibs approx Carrying case 2 4 kg 5 28 Ibs approx Charger and AC adapter 0 4 kg 0 99 Ibs approx Environmental protection Watertight dust proof IP66 protection Standard components e Instrument main body e Battery pack x2 e Universal charger power cord and adapters e Adjustment pin Allen wrench e Vinyl cover e Trimble TS662 Construction Total Station User Guide this document e Carrying case Trimble TS662 Construction Total Station User Guide 159 7 Specifications External device connector gt D gt D A This connector can be used to connect to an external power source or to communicate with an external device Before using the external device connector make sure that the external device meets the specifications below Input voltage 4 5 V to 5 2 V DC System RS 232C Signal level 9 V standard Maximum baud rate 38400 bps asynchronous Compatible male connector Hirose HR10A 7P 6P or HR10 7P 6P CAUTION Except for the connection shown in Figure 8 10n page 164 use of this connector is at your own risk CAUTION Use only the male connectors specified above Using other connectors will damage the instrument The external device connector is a Hirose HR 10A 7R 6S female connector The pinouts for con
143. press the 0 softkey Trout GF P1 36 oH HABA tang O 0000 ays In the Ang field enter a positive value to rotate the line clockwise Enter a negative value to rotate the line counterclockwise In the O S field enter a positive value to specify an offset to the right Enter a negative value to specify an offset to the left Trimble TS662 Construction Total Station User Guide 121 5 Menu Key Settings To ne mee the Settings menu press 2 or select Settings Get on the MENU screen garnale H T Ofi Use this menu to configure the initial job settings B Per 3 Uthers Note Some job settings specified in the following sections cannot be changed once a job is created If any of these settings are changed while a job is open a confirmation screen appears asking you to create a new Job with the new settings or to work with those settings without recording any data For more information see Settings page 188 Job Settings will be changed Angle To open the Angle menu press 4 or select Arns 1e in the Settings menu a Resolution 5 VA zero Zenith Horizon Compass HA Azimuth Note The VA zero job setting cannot be changed once a job is created Resolution 1 5 10 or 0 2 mgon 1 mgon 2 mgon HA 0 to BS Azimuth Note The HA job setting cannot be changed once a job is created Note When this field is set to Azimuth the horizontal angle HA that appears and rec
144. press the key 3 Settings B Time Job Manager Use the job manager to open create delete and manage jobs To open the Job Manager press 1 or select Jet on the MENU screen i i Calibrat Time If there are jobs stored on the instrument the job list appears showing all the stored jobs The newest job appears at the top of the list If there are no jobs stored the Create Job screen appears See Creating a new job page 107 Opening an existing job The job list shows all the jobs stored on the instrument Job Manager IH TRB H3 BT in descending date order STADLUM k g 3 The following symbols may be used to provide extra information about jobs ILI UL ORO Creat DEL Ctrl Into Symbol Meaning n Current job Control job Some of the job settings are different from the current job Job was created in an older DB Older files cannot be opened in version 1 10 or later of the software Press or v to move up or down the job list Press to open the highlighted job When you open a job all job settings are automatically changed to match those used in the open job 106 Trimble TS662 Construction Total Station User Guide Menu Key 5 Creating a new job 1 Press the fr at softkey in the job list HeRS2h 3 Hz 05 26 POUBKURAMA H H Creat DEL Ctrl Info 2 Enter ajob name of up to eight characters Press Freate Joh END Job name Teer Bi 3 Do one of the following HAs
145. ring1 Code Layer2 String2 1 Code2 1 String2 2 Code2 2 Layers Layer 3 1 String3 1 1 Code3 1 1 String3 1 2 Code3 1 2 String3 2 Code3 2 String3 3 Code3 3 String4 Code4 String5 Code5 String6 Code6 String7 Code7 Record format for PT lists and code lists 170 Trimble TS662 Construction Total Station User Guide The first line of the file must contain the text DEFAULT in capital letters Curly brackets group items together under the preceding line For example Layer 3 1 contains String 3 1 1 and String 3 1 2 Layer 3 contains the five items from Layer 3 1 to String 3 3 String represents characters that are displayed on the screen Code represents characters that are stored in Data example STRUCTURES TREE S0001 FENCE S0002 MAIL BOX S0003 FLOWER BED S0004 ROADS MANHOLE R0001 CENTER LINE WHITE ROO2 W YELLOW ROO2 Y SIDEWALK R0003 CROSSING R0004 BRIDGE R0005 SIGNAL R0006 HIGHWAY STAR R0007 RAILWAY CROSSING RW001 STATION RWO002 SIGNAL RW003 BRIDGE RW004 TUNNEL RW005 Communications 9 Trimble TS662 Construction Total Station User Guide 171 9 Communications Downloading data
146. rless mode The intensity of the reflection from the target determines the distance the TS662 total station can measure in this mode The color and condition of the target surface also affect the measurable distance even if the targeted objects are the same Some less reflective targets may not be measured The following table describes some examples of targets and approximate measurable distances Target You can measure approximately Traffic signs reflectors 500 meters 1640 feet Paper white veneer new 300 meters 990 feet wall brightly painted brick 100 to 200 meters 330 to 660 feet Measurable distances may be shorter or measurement intervals may be longer in the following cases e the angle of the laser against the target is small e the surface of the target is wet In direct sunlight the measurable distance may be shorter In this case try to throw a shadow on the target Targets with completely flat surfaces such as mirrors cannot be measured unless the beam and the target are perpendicular to each other Note Make sure there are no obstacles between the instrument and the target when taking measurements Trimble TS662 Construction Total Station User Guide 31 2 Preparation Note When you need to take measurements across a road or a place where vehicles or other objects are frequently moving take several measurements to a target for the best result Preparing the reflector sheet The reflector
147. s 48 558 ii 0 0000 Sta Distance from P1 along the line O S Distance perpendicular to the line Right side of the P1 P2 line Left side of the P1 P2 line dZ Difference in height from the line 84 Trimble TS662 Construction Total Station User Guide Applications 4 5 Rotate the instrument until the dHA is close to REF 5 0 0 00 00 gH 265 3y 417 HD Of 541 m Sight the target and Press MSR 6 Sight the target and press or MSR2 When a distance measurement is taken the difference from the design point appears Bae BB 8 864 in 7 To record the point as an SO record press ENT 1 885 m 9 961 m Press ENT to record Using to switch between display screens You can use to switch between display screens This function works as in the angle distance stakeout For more information see Using DSP to switch between display screens page 80 Program Key To display the Programs menu press PRG Measuring distance and offset values along a specified line l Press Jorselect2Ft Fefline inthe Programs menu 2 Arc keftLine 3 RDM Radial 4 RDPCCont S RED Input Line Fl 2 Enter the first point for the reference line Alternatively to enter the point by measuring press the Hsr FT softkey srF T softkey to display a direct measurement screen Sight the target and press or MSR2 The Record PT screen appears Note If you press in the Record PT screen the m
148. s any key to return to the point input screen Then use a different point The input point does not have XY NE coordinates Press any key to return to the point input screen Then enter a point that has X and Y coordinates Communications If an error is detected during uploading of data the TS662 instrument aborts the upload process and displays one of the following messages There are errors in the uploaded data The uploaded data contains errors such as an alphabetic character in a coordinate field Press any key Then check the specified line in the data The uploaded data contains a duplicate PT Press any key Then check the specified point in the data Tip If the existing point is a UP CC or MP record and is not referred by ST or BS then it will be overwritten by the uploaded record No error message appears The uploaded data contains a PT with a name or number that is longer than 20 digits Press any key Then check the specified line in the data 184 Trimble TS662 Construction Total Station User Guide Data Error Messages 10 The uploaded data contains a coordinate that is longer than 13 digits Press any key Then check the specified line in the data You have tried to edit the current ST Note You cannot edit the current ST However old ST records can be edited No recalculation can be performed on the instrument Press any key to return to the code layer name input screen You have tried to
149. s no code beginning with that letter the cursor moves to the next available letter Qcodes Quick codes Qcodes let you shoot and record many cade points with feature codes in the field You can register HA 48 27 11 up to ten Quick codes To register Qcodes press the Edit softkey For more information see Quick code measurement mode page 48 Edit DSF zott Note Press to switch Qcodes on or off Press the Edit softkey to change the Qcode You can edit the entire code or just the number at the end of the code You can still use to change the background displays Entering values in feet and inches When either US Survey Feet US Ft or International Feet I Ft is selected as the distance unit you can enter and display distances HIs HTs and coordinate values either in decimal feet or in feet and inches For more information see Unit page 125 and Others settings page 126 To enter values in feet and inches in an input screen enter the elements separated by periods in the following format lt Feet gt lt Inches gt lt Numerator gt lt Denominator gt 0 11 0 15 0 99 The default denominator is 16 Ifthe denominator is 16 Record PT you do not have to enter it and itis not displayed onthe py7 eaq screen For example if you enter and 5 16ths inches The following examples show how various values are entered To enter Type 65 5 3 8 GHUGE ENT 65 6 5
150. select HT and press ENT Enter the height of the target or press the St ack softkey to display the HT stack The HT stack stores the last 20 HT values entered Setting the temperature and pressure To set the current temperature and pressure press HOT to e the HOT menu Then either press 2 or select T and press ENT Enter the ambient EEDI gnd pressure The ppm value is updated automatically Selecting the target set A target set specifies settings for the target type the prism constant and height of target When you change the selected target set all three settings are changed You can use this function to quickly switch between two types of target such as a reflector sheet and a prism You can prepare up to five target sets Trimble TS662 Construction Total Station User Guide 49 3 Getting Started Press HOT to display the HOT menu Then either press 3 or select Tar set and press ENT A list of the five target sets appears To select a target set wiGEED pies the corresponding numeric key 1 through 5 or use or vy to highlight the target set in the list and press ENT To change the settings defined in a target set highlight the target set in the list Then press the Egi t softkey Type Prism N Prism Const 999 to 999 mm HT 9 990 to 99 990 m Note HT can be left blank in the target set If you leave it blank the current HT value is always applied to the measurement No
151. set to Zenith and VA1 VA2 equals 360 No adjustment is required if the zero reference for vertical angles VA zero setting is set to Horizon and VA1 VA2 is either 180 or 540 Anadjustment is required if VA1 VA2 is not one of the values listed above Note The difference between the vertical angle reading the relevant angle either 360 for Zenith or 180 or 540 for Horizon is called the altitude constant Adjusting To enter the calibration screen press and 7 HEHU E J oc Keys T EE B Time Trimble TS662 Construction Total Station User Guide 151 6 Checking and Adjustment 1 The TS662 total station has two axis level Vi G2 Yj 125 compensation Take an F1 measurement to a VAi 6 83 127 target on the horizon Press ENT HAL 126 58 477 l l Sight Pl CF1 The vertical angle is shown in the Pross ENT VO dir Horiz setting VA1 Face 1 vertical angle tilt off value HA1 Face 1 horizontal angle tilt off value X1 Face 1 X axis tilt value Y1 Face 1 Y axis tilt value When you have taken the measurement the Vi G Yi 125 message on the bottom line changes from 0 Wais 8 aa 17 HOT TOUCH toTurn to Fe Turn to Fe k Press ENT 2 Take an F2 measurement to the same target Press ENT VA2 Face 2 vertical angle tilt off value HA2 Face 2 horizontal angle tilt off value X2 Face 2 X axis tilt value Y2 Face 2 Y axis tilt value When the observation on F2 is complet
152. sheet can be used for measurements in Prism mode Assemble the reflector sheet as shown below Reflector sheet O Mini prism adapter Telescopic Prism pole prism pole tripod type PPS 32 Trimble TS662 Construction Total Station User Guide Preparation 2 Setting up the prism reflector 1 Assemble the prism reflector as shown below Target plate for single prism Tard ehpole SY Height adjust ment adapter is not used Tribrach adapter 15 Prism C Triple prism holde Tribrach Tiltable single W30 W30b prism holder Adjust the height of the tribrach adaptor see page 33 If necessary change the direction of the prism see page 34 Set the prism constant see page 34 oo A N If you are using a single prism holder set the position of the target plate see page 34 Detailed instructions for Step 2 through Step 5 are provided on the following pages Note You must use the TS662 total station with the Tribrach W30 or W30b Adjusting the height of the tribrach adapter The tribrach adapter has a height adjustment adapter To use the prism reflector with a TS662 total station instrument remove the height adjustment adapter as shown in the Figure below Trimble TS662 Construction Total Station User Guide 33 2 Preparation The height adjustment adapter is used with other Nikon total stations Height adjustment adapter Height adjustment adapter clamp scre Changing the
153. symbol is shown If the actual distance is less than 9999 11 15 16 the P solid triangle symbol is shown This does not affect calculations The precise value is used internally in all cases Customizing items in the Basic Measurement Screen BMS To customize the items that are displayed on the DSP1 DSP2 and DSP3 screens 1 Hold down for one second 2 Use the arrow keys 5 vj lt and to highlight the lt DSP12 lt D5P2 gt lt DSPa 3 HA Z item that you want to change 1 UD i 3 Use the and softkeys to scroll through the oD HD HD i list of items that can be displayed for this item Change item by Ge ey a ed The items that you can choose from are HA AZ HL VA V SD VD HD Z and none 46 Trimble TS662 Construction Total Station User Guide Getting Started 3 4 To save your changes press the 4 softkey Alternatively highlight the last item for DSP3 and press ENT The DSP screens show the items you have selected Note Except for the none item you cannot display the same item on more than one line of the same screen Note The items displayed in the DSP1 DSP2 DSP3 and DSP4 screens are also used in the corresponding Stakeout screens SO2 SO3 S04 and SO5 Note You can also customize the displayed items in Stakeout Note Header characters HSF The following header characters can be used in DSP screens A colon indicates that tilt correction is applied to
154. t stake from the instrument appears 8 156 m 4 Sight the prism and press MSR1 or MSR2 4 348 m 5 4 Go to next nail t Back to prey nail 5 Use or v to change the guide point You can calculate and guide up to double the number of H 1568 m the stakes 16 485 m Go to next nail t Back to prev nail 6 To record the point as an SO record press ENT Trimble TS662 Construction Total Station User Guide 83 4 Applications Note For example if you measure to the end point at 100 m from the instrument and set the span total to 2 the following four points are calculated and can be staked a re lt 1 2 gt lt 2 2 gt lt 3 2 gt lt 4 2 gt HD 50 m 100 m 150 m 200 m RefLine S O This function allows you to stake out a point based on the Sta O S and dZ to a specified line 1 Press 4 or select Reflimne 5 0 in the Stakeout menu wood YF A a DivLine 5 0 g E Pet Line i Sbakeout 2 Enter the first point P1 of the line Input Line Pl i MsrPT List Stack Note If you press without entering a PT name you TE 200 308 can enter temporary coordinates which are not recorded E 108 552 in the job 2 69 528 Alternatively press the HSF softkey to measure a point This PT will not be recorded 3 Enter the second point P2 of the line Input Line P 4 Enter offsets to the line Inout offsets Press in a blank field to enter the value a ha
155. ta only or both For more information see Recording page 126 Note If HA or VA is moved after you take a measurement Dupli l uplicate PT but before you press ENT the angle recorded is the angle dH 1234567 AASS shown when is pressed In an angle only record SD is always recorded as 0 0000 dz H W146 If the point name that you want to record already exists in L br tt Caste KAH the job an error message appears Depending on the type of existing record you can overwrite the old record with the new data For more information see Recording Data page 187 Hold down for one second to record the measurement as a CP record Select PT Type CP record 55 record Outputting data to the COM port If you press while the icon appears in an observation screen a line of data is output to the COM HA 48 29 11 port grar 467 345 123 m i 1 568 m COH Note If appears data is not stored to the job when you press The format of the ee oe is R the ue of the Ext Comm field in F gt Settinas 3 Ho 4At o 117 For more fenton see Gonads one D874 GUTPUT page e 125 Pri ode HT 1 588 m COM Note To output data on the COM m when n a ENT ENT set the Data Rec field int gt Set store DE PAHS YZ Rec LG OFF to COM For more S see Pa Data Rec RMD pane 126 Sample output records through COM port When the Ext Comm field is set to NIKON TRPN PT8 SD 000066626 HA 003856010 VA 008
156. tation User Guide Has 16 characters REC Test to record CIF different from CD Add Code CO MANHOLE REC Test to records CIF different from CD Menu Key 5 Adding a layer 1 Inthe point or code list press the Lauer softkey ROADS STRUCTURES SURF ACE SURUE y DEL Edit Add Laver 2 Enter the name of the new layer 3 To change between alphabetic and numeric input mode press MODE To store the new layer press ENT The new layer is added to the list in alphabetic order ROADS STRUCTURES SURFACE DEL Edit Add Layer Communication Use the Communication menu to download or upload PEHU data To display the Communication menu press 5 or Job j lsec keys select Samm on the MENU screen l Loga Lalibrat B Time Downloading data To go to the download settings screen press 1 or select De in the Communication menu 1 Upload STZ 3 PT List Code List g eames baie Download xX SDR33 ae SITE s21 ormat Sit oe _ i Data Fal oordinate Job Comm To display the total number of records that will be downloaded press ENT in the Data field Connect Cable Job name SITE se1 Records sol fs Press ESC to abort Trimble TS662 Construction Total Station User Guide 141 5 Menu Key Bluetooth function When the optional Bluetooth wireless technology is installed Port selection screen appears when pressing Port ok the
157. te When a target set is selected the Type and Const values are copied to both and settings and to the measurements in Qcode If you have specified a value for HT this value is also copied to the current HT Entering a field note To enter a field note press to display the HOT Input Mote menu Then either press 4 or select Hot amp and press ENT FINISHED This function can be used at any time on any observation screen Each note can be up to 50 characters Input Hote The note is stored as a CO record in the raw data To display a list of previously used notes press the Stack softkey The stack stores the last 20 notes Use or v to highlight a note in the list Then press to select the note Setting the default point name To change the default point name press HoT HOT to aoe ae Default PT the HOT menu Then press 5 or select f Lt FT and press ENT This function is available from any observation screen 50 Trimble TS662 Construction Total Station User Guide Getting Started 3 Modify the default point name for the next record Default PT Press to confirm the new default point name The new point name is appears as the default PT name on the input screen Bubble indicator The bubble indicator is automatically displayed if the instrument goes out of level while the compensators are turned on and also appears after the start up screen To display the bubble indicator in an observation scr
158. the Hir t softkey Use the DEL softkey in Job Manager to delete old jobs continue press or the E softkey You may not be able to record the whole process The input point for ST BS does not have N E coordinates Press any key to return to the PT input screen Then use a PT that has N E coordinates The input point for Benchmark does not have a Z coordinate Press any key to return to the PT input screen Then use a PT that has a Z coordinate Trimble TS662 Construction Total Station User Guide 189 10 Error Messages System Error The system has detected an internal error that is related to the lower level system Press any key to turn the instrument off The system will reboot when this error is reported If you still have more points to shoot in the site turn the instrument on and repeat the open a job and station setup procedures Data stored before this error will be kept safely in the Job file If the error appears frequently please contact your dealer or Trimble Support and report the message that appears below the SYSTEM ERROE line 190 Trimble TS662 Construction Total Station User Guide NORTH AMERICA Trimble Building Construction Division 10355 Westmoor Drive Suite 100 Westminster Colorado 80021 USA 800 767 4822 Toll Free 1 303 323 4111 Phone 1 720 587 4685 Fax EUROPE Trimble Germany GmbH Am Prime Parc 11 65479 Raunheim GERMANY 49 6142 2100 0 Phone 49 6142 2100 550 Fax ASIA PACIF
159. tion does not calculate the backsight ie oe r a aA To calculate the AZ between two known points ST and BS use ion Setur gt Krum For more information see Setting up a station with Pron ee ee or pia sae 68 74 Trimble TS662 Construction Total Station User Guide Applications 4 Determining station elevation l Press 4 or select Remcate EM in the Stn Setup Str Setup menu 1 known TEL e Resection n 3 Buick E remote Bh 3 B5 Check 2 Enter the BM point and press ENT When the Trout Er point is found it appears briefly The cursor then moves to the HT field 3 Enter the HT and press ENT 4 Sight the BM point and press or MSR2 Sight BM point and Press MSR softkey or flip the telescope to Face 2 after a HA 269 48 F97 distance measurement WD 4 681 m HD 166 524 m The updated station coordinates are displayed You can change the HI in this screen 6 To record the updated STN press ENT Note When the HI is changed the Z coordinate is updated before the station is recorded You must complete a station setup before you use the Remote Benchmark function Checking and resetting the backsight direction Note You must complete a station setup before you use the BS check function This function always refers to the backsight point from the last ST record stored in the current open job 1 To enter the backsight BS check function press S5tr Setup or select ES Check in the Stn S
160. ture error A A Refraction error A A1 Horizontal V direction A1 p Ai P A HD Horizontal dist before adj HD Horizontal dist after adj VD Vertical dist before adj VD Vertical dist after adj SD Slope distance VA Vertical angle Re 6370 km k C amp R constant 0 132 or 0 200 E up gp SP LA 3 2R 2 VD VD 2R Coordinate To open the Coordinate menu press 3 or select Coordinate oor d in the Settings menu Order Label x72 Order NEZ ENZ A zero Horth Label XYZ YXZ NEZ ENZ AZ North South Note The Order and AZ job settings cannot be changed once a job is created Power saving To open the Power Save menu press 4 or select Fwar Sawe in the Settings menu Main Unit min Sloop Main Unit OFF 5min 10min 30min Sleep OFF 1min 3min 5min 124 Trimble TS662 Construction Total Station User Guide Menu Key 5 Communications To open the Communication menu press 5 or select mii in the Settings menu Ext Comm NIKON SET Port Serial Bluetooth i otop bit 1 Baud 1200 2400 4800 9600 19200 38400 bps Length 7 8 Parity EVEN ODD NONE Stop bit 1 2 Port selection field appears only when the optional Bluetooth wireless technology is on board Stakeout Press 6 or select St ak caut in the Settings menu to takeout open the Stakeout menu Add PT Mapak Add PT Integer between 1 and 999 999 Note This field sets the default point num
161. uare bracket T in front of the prism constant 1 588 m The symbol then constantly runs from left to right over the prism constant in the display When an N prism measurement is taken the icon appears in the status bar above the battery icon Ho 4072797 117 097 Ur 467 lt onn gt i Note Incorrect Target settings may result in measurements outside the precision and intervals specified for the instrument Note Ifa prism target is aimed in the N prism mode the warning message Signal High Try Prism Mode will be displayed because of the excessive light reflection Trimble TS662 Construction Total Station User Guide 63 3 Getting Started Note A measurement made immediately after changing the target setting may take a longer time than usual The Target setting is used to apply better cyclic error adjustment in distance measurement It efficiently eliminates multipath reflection Rec mode field The Rec mode setting controls how the and keys operate in the BMS The MSR only setting is the default measurement mode After a measurement the instrument stops in the BMS and waits for you to press before recording the point The Confirm setting displays the Record PT screen before data is recorded The ALL setting is a quick shooting and recording mode The instrument automatically records the point using the default PT CD The instrument then returns to the BMS for the next measurement 64 Trimble TS6
162. ulates the distance and the angle between two input points To calculate a PT PT inverse Inverse BP T PT ies Pa 1 Press 4 or select T FF in the Inverse menu 2 3P4 Angle Pi 2 Enter the first point number or name Press ENT Mnput Pi Note If you press without entering a point name a coordinate input screen appears and you can enter coordinates These coordinates are not stored to the database If you want to store the point specify a new point name 3 Type the second point number name and press ENT The MSF softkey allows you to shoot the point on the spot to use it in the calculation The azimuth horizontal distance and vertical distance from the first point to the second point P T au cae i are displayed JUD a adi m Pross EHT to finish 110 Trimble TS662 Construction Total Station User Guide 4 Doone of the following To return to the PT input screen press ESC To return to the COGO menu press ENT To change the contents of the result screen press DSP Gd Grade HD VD V 100 Gd rSD Slope distance PT1 to PT2 3Pt angle The 3Pt Angle function calculates the angle between two lines defined by three points To calculate a 3Pt angle 1 Press or select Ft rial in the Inverse menu P1 is the base point Two lines are to be defined by P2 and P3 both from P1 2 Enter the point name or use the MSF softkey to take a measurement to the point
163. ure Entering a range of points 115 Calculating coordinates from line and offset 0 0 000000 116 Calculating coordinates using intersection functions 004 117 Advanced feature Entering angle and distance offsets 121 S 10 0005 ee ee a a ee ee eee ee ee ee ee 122 eea E E E E EET eee ene sae 122 INCIONCG 2 ete eee ee hee Gee ete Va eee oe eee ae eet OURO eee ees 122 COT 2 4 545ee Ae eae eee ee eee eee ae AP ee ee Be ee 124 TONTON E 2cea te teeter ees eee Gere td Geena e od Mee take ee eee Gt 124 COUMMUINICHUOUSs 4245 e2 544544463 4h4G45 ha0 sea epe hese eeetebuca 125 SO Bo ress hee ee tartan hon sae eet todeeahane ee Pees ee E 125 UG s2644 606 tee Sh Geese ee ee eee ene seas Pe eee euee eee 125 ReCOIdING utes eee ee eeeee eho epee teats Rhee e eee oe tees eo 126 OUMCISSCIINGS aces epeeeeagte eeea eae asaee Geen tera sequnea noua x 126 WAU v5 eS PROS RA PAAR OREO GEER e Re Rees Ee eee Mee oo OSS 127 VEW TECO s e ot eee koa e pe ee hee eet es eee ee ee eee eee eee Ae 127 Deletna recorde 54440 e45e cee eteee Ape ha eases OA ee ee ee eee ae 131 PCIINSTCOOIdS geececeeeueles seepage heaeeseeay ane eaee ee eres a2 133 Trimble TS662 Construction Total Station User Guide 11 Contents 12 SENMO ECON e p25 anaes een Gog eGo ee SEE Dee eee eee EARS eS 135 Patenne cCoordinaleS 4 24 4ne2eoo8es CoS 4e 4th e Bees eke e eee eee ee 137 Point name listandcode ISt i aaa ieee teed Ree eee se eo bee he eee es 137 COMMUNICA ON 244
164. y 148 Trimble TS662 Construction Total Station User Guide CHAPTER Checking and Adjustment In this chapter m Adjusting the electronic level m Checking and adjusting the circular level m Checking and adjusting the laser plummet m Zero Point Errors of Vertical Scale and Horizontal Angle Corrections m Checking the instrument constant m Checking the laser pointer Trimble TS662 Construction Total Station User Guide 149 6 Checking and Adjustment Adjusting the electronic level Adjustment of the electronic level is done by Zero point errors of vertical scale and horizontal angle corrections For detailed instruction please see page 151 Checking and adjusting the circular level Once you have checked and adjusted the electronic level check the circular level If the bubble is not in the center of the level use the adjusting pin to rotate the three adjustment screws of either circular level on the instrument main body or tribrach until the bubble is centered Checking and adjusting the laser plummet The optical axis of the plummet must be aligned with the vertical axis of the instrument To check and adjust the optical laser plummet l ye Place the instrument on the tripod You do not have to level the instrument Place a thick sheet of paper marked with an X on the ground below the instrument While you are looking through the optical plummet adjust the leveling screws until the image of th
165. y available if the secondary distance unit is set For more information see Others settings page 126 Every time you press DSP the next screen appears If you press in the last screen ARC4 or ARC5 the ARC1 screen appears To record the point press on any observation Record PT screen The arc is stored in comment records 88 Trimble TS662 Construction Total Station User Guide Applications CO Arc P1 583 AZ1 0 0000 P2 102 CO AZ2 311 2932 Radius 50 0000 Length 125 6637 CO Sta 12 6876 Offset 1 3721 dZ 0 0971 S 17 1 0000 6 9202 18 4700 80 3120 15 48 48 2REF LINE Remote distance measurement This function measures the horizontal distance vertical distance and slope distance between two points 2nd sighting point Q 1st sighting point 2nd sighting point 1st sighting point Station point rSD Slope distance between two points rHD Horizontal distance between two points rVD Vertical distance between two points rV Percentage of grade rVD rHD x 100 rGD Vertical grade rHD rVD 1 rAZ Azimuth from first point to second point Measuring between the current and the first point measured 1 To enter the RDM Radial function press 3 or Programa select REM lt Radial in the Programs menu p2 ePt RefLine P1 e re Refine Eak Oh Radial E 7 4 RDMCCont 2 Sight the first point and press or MSR2 E Sight FT amp Press MSR Trimble TS662 Construction Total
166. y box release knob Face 1 display keyboard Upper plate tangent screw The label shown below is attached to the underside of the keyboard va The Laser Safety Label shown below is attached to the underside of the keyboard This device complies with Part 15 of the FCC Rules Operation is subject to the following two conditions 1 this device may not cause harmful interference and 2 this device must accept any interference received including interference that may cause undesired operation Contains FCC ID W4LNTO001 1C 8170A NTO0001 Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated June 24 2007 MADE IN JAPAN NIKON TRIMBLE CO LTD Technoport Mitsuiseimei Bldg 16 2 Minamikamata 2 chome Ota ku Tokyo 144 0035 Japan Tribrach clamp knob Figure 1 1 TS662 total station Face 1 16 Trimble TS662 Construction Total Station User Guide Introduction 1 The Laser Safety label shown below is attached to the telescope The Laser Safety label shown below is attached to the telescope Horizontal axis Objective indication mark LASER LIGHT IS EMITTED FROM THIS PAF ee Battery box Battery box release knob Laser plummet Circular level Data output external power input connector Input voltage shall be 4 5 5 2 V DC e Laser Safety label shown below will be attached here underside when th
167. you want to delete is referred by Daleta vl an ST record a confirmation message appears 4 DELETE Stn YYF ate referred by ST Are vog sure t Deleting station records In the Station screen use or v to highlight the record that you want to delete Then press the PEL softkey DEL Edit A confirmation screen appears Delete STH Press or the es softkey to delete the selected ST 96 61 record E Are you supe ee i A reconfirmation screen appears Press the GEL softkey Delete STH to confirm deletion E All s3 S0 CP shooted from this ST are to be deleted in the JOE Abort DEL 132 Trimble TS662 Construction Total Station User Guide Menu Key 5 make sure that you have selected the correct station record You cannot press in this screen All observations from the station that you selected are Delete STH Pm z P a Deleting STH deleted VE WE Lee Tt Ll sabe Note When you delete a ST record in the raw data view or the station data view all the observation data from the station is also deleted Editing records For any point record you can edit the point name PT feature code CD height of target HT height of instrument HI backsight point BS and backsight azimuth AZ Note You cannot edit the CD field for SO F1 or F2 records You cannot edit the HA VA or SD values Editing raw records 1 Doone of the following Inthe RAW screen highlight th

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