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R2 PLUS

1. Item Options 1 Baud rate 1200 2400 4800 9600 19200 38400 2 Data bits 8bit 7 bit 3 Parity No Even Odd 4 Stop bit 1bit 2bit 5 Check sum No Yes 6 Xon Xoff No Yes 7 Com mode RS 232 B TOOTH Note Every first options with the symbol are the factory setting R2 PLUS STONEX 3 7 4 Unit Setting Config 1 Press key Cnfg to enter into config mode 1 Meas condition 2 Inst config f 3 Inst adjust 2 Select 5 Unit to set unit 4 Com setting 6 Date amp Time 7 Key Function Unit 3 Change the settings if necessary Press keys A 1 Temp A 7 to select items and press keys to set 2 Pressure 3 Angle 4 Dist the options 4 Press key ESC back to the previous mode Table 3 4 Option list of unit setting Item Options 1 Temp C F 2 Pressure hPa mmHg inchHg mbar psi 3 Angle degree gon mil 4 Dist meter Us feet Int ft Note Every first options with the symbol are the factory setting 20 R2 PLUS 3 7 5 Date amp Time Setting GS STONEX The date and time displays at the status mode Config 1 Meas condition 2 Inst config 3 Inst adjust 4 Com setting 5 Unit 7 Key Function Date and Time Date 08 08 2006 Time 10 00 00 3 7 6 Key Function Setting Config 1 Meas condition 2 Inst config 3 Inst adjust 4 Com setting 5 Unit 6 Date amp Time 7 K
2. 3 Perform a distance measurement on at least one of the three points 55 R2 PLUS STONEX 13 Point Projection Point projection is used for projecting a point to an established baseline The point to project can be either measured or input Displays the distances from the first point and point to project to the position at which a line extending from point to project intersects the baseline at right angles Y direction X direction 1 Pt Baseline Aal pt Length Point to project Length Distance along the baseline from 1 point to 2 point X direction Offset Distance from point to project to the position at which a line extending from point of project intersects the baseline at right angles Y direction 13 1 Define Baseline Procedure of defining baseline 1 Press F2 MENU at P2 of basic measurement Menu 1 Point projection mode 2 Stake out line 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 7 Arc staking out 2 Turn to P2 select 1 Point projection 56 R2 PLUS 1 Oce Orientation 2 Define baseline 3 Point projection Point projection 1 Occ Orientation 2 Define baseline 3 Point projection Define 1st Pt 0 000 0 000 0 000 Azimuth 300gon 10 412m NOTE GS STONEX 3 Input the instrument occupied data see 6 1 Input the occupied point data 4 Select 2 Define baseline 5 Input the first point data or press Fl READ to u
3. ALL OTHER EXPRESS AND IMPLIED WARRANTIES FOR THIS PRODUCT INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AND OR NONINFRINGEMENT OF ANY THIRD PARTY S RIGHTS ARE HEREBY DISCLAIMED STONEX EXPRESSLY DISCLAIMS ALL WARRANTIES NOT STATED IN THIS LIMITED WARRANTY ANY IMPLIED WARRANTIES THAT MAY BE IMPOSED BY LAW ARE LIMITED IN DURATION TO THE TERM OF THIS LIMITED WARRANTY SOME JURISDICTIONS DO NOT ALLOW THE EXCLUSION OF 108 R2 PLUS STONEX IMPLIED WARRANTIES OR LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS SO THE ABOVE EXCLUSIONS OR LIMITATIONS MAY NOT APPLY TO CUSTOMER CUSTOMER MUST READ AND FOLLOW ALL SET UP AND USAGE INSTRUCTIONS IN THE APPLICABLE USER GUIDES AND OR MANUALS ENCLOSED IF CUSTOMER FAILS TO DO SO THIS PRODUCT MAY NOT FUNCTION PROPERLY AND MAY BE DAMAGED CUSTOMER MAY LOSE DATA OR SUSTAIN PERSONAL INJURIES STONEX ITS AFFILIATES AND SUPPLIERS DO NOT WARRANT THAT OPERATION OF THIS PRODUCT WILL BE UNINTERRUPTED OR ERROR FREE AS DO ALL ELECTRONICS AT TIMES IF THIS PRODUCT FAILS TO WORK AS WARRANTED ABOVE CUSTOMER S SOLE AND EXCLUSIVE REMEDY SHALL BE REPAIR OR REPLACEMENT IN NO EVENT WILL STONEX ITS AFFILIATES OR SUPPLIERS BE LIABLE TO CUSTOMER OR ANY THIRD PARTY FOR ANY DAMAGE IN EXCESS OF THE PURCHASE PRICE OF THE PRODUCT THIS LIMITATION APPLIES TO DAMAGES OF ANY KIND WHATSOEVER INCLUDING 1 DAMAGE TO OR LOSS OR CORRUPTION OF CUSTOMER S RECORDS PROGRAMS
4. 34 R2 PLUS GS STONEX Procedure of distance stake out measurement Menu 1 Coordinate 3 Area 4 Offset 5 MLM 6 REM 7 Resection S O 1 JOB select 3 EDM 4 S O data S O 1 Occ Orientation 2 S O data 3 EDM Stake out 1 Height 2 Angle amp Dist 3 Coord S O SD SD 5 000m Ang 20 0000gon Tgt H 0 000m 0 000m 0 0000gon S O dSD S O dHA SD E VD 149 3610gon HA 334 9916gon I uN u KIS 1 Press F2 MENU at P2 in the measure mode Select 2 Stake out 2 Select 2 Occ Orientation Input the occupied orientation data see 6 1 Input the occupied point data Then set the azimuth angle of the backsight point see 6 2 Azimuth setting 3 Select 4 S O data 4 Select 2 Angle amp Dist Press F2 SHV to shift between S O SD S O HD S O VD Input the following items SD HD VD distance from the instrument station to the position to be stake out Ang included angle between the direction of the reference and the point to be stake out See 4 2 Set the Horizontal Angle to a Required value Press F4 OK to set the input values 35 R2 PLUS STONEX S O dSD 5 251m 6 Horizontally rotate the instrument until dHA is S O dHA 82 5440gon near 0 and set the target on the sight line Press F1 MEAS to start distance measurement SD VD 149 3610gon gt 7 The difference of measured and stak
5. 4 Press F4 OK to save the setting NOTE The point number that was read is displayed until the current JOB is changed or a new point number is selected If more than two points with the same point name exist in the current JOB the instrument finds the first recorded data only 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of occupied and backsight N 0 Azimuth Instrument Station Angle E Set H angle 1 Azimuth 1 Select 2 Set H angle see 6 1 Input the s occupied point data Then select 2 Backsight 2 Input the coordinate of backsight You could also press F1 READ to select existed point data If you input the same coordinates with the occupied point a Set H angle BS e f ME i message Same coordinates will appear and disappear NBS 20 000 in 5sec please re input the data EBS 20 000 ZBS 20 000 Wo P20 3 Press F4 OK to accept the inputted occupied and READ OK backsight coordinates the calculated azimuth angle will display Set H angle BS Azimuth 450000 Tgt H 0 000m 4 Aim at the backsight point and then press F1 MEAS PS to check the backsight or press F3 REC to record and set the station then back to the previous mode You IMEAS Ga mod could also press F4 OK to set the station but the data will not be recorded 31 R2 PLUS STONEX Note You can select 1 Azimuth
6. to input the azimuth angle directly After input the coordinate of backsight you can press Fl MEAS to check for backsight checking HD between station and backsight dHD and dVD between calculated backsight and measured backsight will be display Set H angle BS Azimuth 45 00 00 Hl 1 000m press F3 REC to record and set the station then HD 0 163m back to the previous mode You could also press F4 dHD 0 163m dVD 11 655 OK to set the station but the data will not be OK recorded 6 3 3D Coordinate Measurement The target coordinate could be measured after the setting of occupied point and backsight azimuth The formular used to calculate N1 N0 S X sinZ X cosAz El E0 S X sinZ X sinAz Z1 Z0O S XcosZ IH TH Where NO E0 ZO0 occupied point coordinates S SD Z Zenith angle Az Azimuth angle TH Instrument height TH Target height SD Target height Target N E Z Azimuth angle 32 R2 PLUS GS STONEX Procedure of 3D coordinates measurement Coordinate 1 JOB select 2 Occ Orientation 3 EDM Coord Measure 1000 000 1000 000 10 466 VA 132 3648gon 150 3536gon HA UZS AG 1 Aim at the target point 2 Select 4 Measure to start The coordinate value of the target is displayed 3 Press F2 TAGT to re input the occupied data if necessary see 6 1 Input the occupied point data You can press F4 REC to record the data 4 Aim at the next target
7. 20 1 Input the Start Station Road Calculation 1 Road file 2 Input the parameter 3 Road Setout Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation HCurve Start Point STATION 0 000 0 000 0 000 0 000 Type EndPile LINE CURV STONEX 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 2 Road Calculation enter road menu 2 Select 1 Input the parameter to enter road design menu And then select 1 Horizontal Curve start point entering menu will display 3 Enter the start point station and coordinate press F4 OK key Road horizontal elements editing menu will display 20 2 Input Road Horizontal Elements Three types elements can be input including line curve and spiral 20 2 1 Input Line Element Line Input LENGTH Dist 100m Azimuth 0 00 00 D Ou 1 Make sure the instrument is in horizontal elements editing menu press F2 to display line element inputting menu Input the line length and azimuth in the Dist and Azimuth filed 74 R2 PLUS Press F4 ENT key to confirm NOTE Line Input END POINT Pt 100m 0 000m 0 000m READ LINE Type EndPile Line 100 000 LINE CURV 20 2 2 Input Circle Element CIRCLE INPUT Dist 100 000m Rad 100 000m Azimuth 0 00 00 Turn RIGHT Type EndPile Line 100 000 Circle 200 000 LINE CURV NOTE STONEX You can press F3 ENDP to enter the
8. GS STONEX 99 9mm to 99 9mm OFF 0 14 0 2 selectable 99 9mm to 99 9mm 30 2mm 8 2mm Dual axis Liquid type 3 0 8mm 1 5m Erect 3x 0 5m 4 lmm 1 5m Class 2 TEC60825 1 635nm 8 linesx24 characters 128x240 dots 60000 points 60000 points RS 232C USB SD card Bluetooth optional 3400mAh Li ion Rechargeable battery 74V DC 9 hours At 20 C FDJ6 Li 100V to 240V 50 60Hz Approx 4 hours 121 R2 PLUS STONEX CPU 32 bit EDM technology Digital signal processing single mainboard Build in temp amp pressure sensor Standard Working temperature 20 50 C Dimension 220x184x360mm WxDxH Weight 5 5kg Water proof IP55 IEC60529 122 R2 PLUS STONEX Technical Data for R2 PLUS series EDM Reflectorless Measurement Range Option Kodak Gray Range D Range E Range F Card m m m White side 200 250 350 R2 2 PLUS 350 90 reflective R2 5 PLUS 350 Gray side 18 100 120 150 reflective White side 300 400 500 R2 2 PLUS 500 90 reflective R2 5 PLUS 500 Gray side 18 150 200 250 reflective Atmospheric D Object in strong sunlight severe heat shimmer Conditions E Object in shade sky overcast F Underground night and twilight Laser plummet mounted on the bottom of the vertical axis 3 Bluetooth 123 R2 PLUS STONEX 28 Accessories e Carrying case 1 pcs e Battery 2 pcs e Charger 1 pcs e Adjusting pins 2
9. Tgt H m Press F3 NO to re measure this point LNO YES You can also input target height here 51 R2 PLUS Resection No 2Pt SD 10 188m VA 189 9284gon HA 47 2432gon Tgt H m CALC KOA ee Occ Coord N E Z dN dE Tia E BS OK Resection Set Azimuth 12 2 Elevation Resection STONEX 6 Repeat procedures 4 and 5 of other points When the minimum quantity of measured data required for the calculation is present CALC will be displayed Press Fl CALC to calculate Instrument occupied coordinate and standard deviation are displayed Press F3 NO to re measure the point 7 Press F1 NEXT to add other known points Press F2 DISP to view the tolerance of measured known points Press F3 REC to record the calculated result Press F4 OK to finish coordinate resection The instrument occupied coordinate setting is finished 8 In this lt Set Azimuth gt screen aim the first point then press F4 YES to set the first known point as backsight point and azimuth press F3 NO to back to measure mode Only Z elevation of an instrument station is dertermined by this measurement Between 1 and 5 known points can be measured by distance measurement only Procedure of elevation resection Menu 1 Coordinate 2 Stake Out 3 Area 4 Offset 5 MLM 6 REM Resection 1 NEZ 1 Press F2 MENU on P2 of the basic measurement mode and then select 7 Resection or
10. DATA OR REMOVABLE STORAGE MEDIA OR 2 ANY DIRECT OR INDIRECT DAMAGES LOST PROFITS LOST SAVINGS OR OTHER SPECIAL INCIDENTAL EXEMPLARY OR CONSEQUENTIAL DAMAGES WHETHER FOR BREACH OF WARRANTY CONTRACT TORT OR OTHERWISE OR WHETHER ARISING OUT OF THE USE OF OR INABILITY TO USE THE PRODUCT AND OR THE ENCLOSED USER GUIDES AND OR MANUALS EVEN IF STONEX OR AN AUTHORIZED STONEX REPRESENTATIVE AUTHORIZED SERVICE PROVIDER OR RESELLER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES OR OF ANY CLAIM BY ANY OTHER PARTY SOME JURISDICTIONS DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR SOME PRODUCTS SO THE EXCLUSIONS OR LIMITATIONS MAY NOT APPLY TO CUSTOMER THIS LIMITED WARRANTY GIVES CUSTOMER SPECIFIC LEGAL RIGHTS AND CUSTOMER MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM COUNTRY STATE JURISDICTION TO COUNTRY STATE 109 R2 PLUS STONEX Two 2 years on STONEX Product Total Station R2 Plus all variants excluding battery supply accessories 6 months Repair Service procedure for dealers 1 S N of the instrument and a detailed description of the defect sometimes pictures or video will be required to indicate the cause and problem 2 If dealer wants to repair an instrument under warranty period on their site 1 If dealers don t have the part in stock they have to send an official order to STONEX Europe and pay for it and then so STONEX Europe will send the ne
11. Input the coordinate of arc start point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 3 Input the coordinate of arc end point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 4 Input the radius of arc press F4 OK to set the data 5 Press Fl MEAS to measure current rod the staking date will display Station the station on the arc computed radially from the current position of the prism Offset offset distance from the current position to the arc S O dHA offset angle from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out This is the distance you need to move in out to get to the arc 70 R2 PLUS Are stake out Measure Stn 1 112m Offset 0 013m 0 013m 0 306m Are stake out Measure Stn 1 109m 0 003m 0 003m 0 006m GS STONEX 6 According the S O dHA angle to move the rod until the telescope sight intersect the arc 7 Repeat moving and measuring the rod until all the stake data are accepted Press F4 ESC to escape this program 19 2 Three Point Arc Staking Out Arc Stakeout 1 0cc Orientation 2 2pt radius arc 3 Three Point arc Define Start PT Pt J1 Np 0 000 Ep 0 000 Zp 0 000 RD Re ENS OK Define End PT Pt J2 Np 11 282 Ep 2 130 Zp 1 503
12. Pay more attention to this operation after initialization all the files back to initial status the deleted elements and data can not be resumed Road File Select P1 ROAD1 ROAD2 ROAD3 ROAD4 ROAD5 ROAD6 ROAD7 oooo00co 89 R2 PLUS STONEX 21 Record You can record measured data occupied data and notes into the active JOB The memory is 60000 points in total 21 1 Record Occupied Data You can input occupied data into the active JOB The record items include occupied coordinates point number instrument height code user date time weather wind temperature air pressure and ppm If the current occupied data have not been recorded in the active JOB the previous occupied data will be used as the active one Procedure of recording occupied data Meas aa KC 1 Press F4 REC on P3 in basic measurement mode to enter into record mode The active JOB will SD display VA 302 5432gon HA 0 0000 Gau ss S REC JOB MY 1 JOB select See 2 0cc EA 3 You can input the following items by hand PT 3 Angle data instrument heigt Inst H code NO E0 ZO user date 4 Coord data ES Note time weather wind temperature pressure and ppm 6 View Press key A Y to select item or press FUNC to turn page 2 Select 2 Occ data to set occupied station Press F1 READ to read coordinate from memory See 6 1 Input the occupied point data Press F2 RES to enter r
13. STONEX Procedure of clearing all codes Memory 1 Press F3 MEM in the status mode to enter into 1 JOB 2 Known data memory management a Media Select 2 Select 3 Code to enter into code management Code 3 Select 2 Clear list 1 Code Edit 2 Clear list 4 Press F3 NO back to previous mode Press F4 YES to delete all codes recorded in memory of all JOBs completely Clear all codes Confirm to delete 5 If you select 1 Code Edit you will find no code 001 SE 002 inside 003 004 005 006 007 TOP IS 109 R2 PLUS STONEX 25 Warning and Error Messages Low Signal Please accurately re sight the target Same coordinates The coordinates of the backsights are the same please re define or re input Out of value The difference value of coordinates is over range Out of range The stake out height is over range Need 1st obs During missing line measurement the observation of the starting position was not completed normally Sight the starting position accurately and press OBS to perform the measurement again Change 1st obs During missing line measurement the observation of the target was not completed normally Sight the target accurately and press MLM to perform the measurement again Need prism obs During REM measuring the observation of the target was not completed normally Sight the offset po
14. key to confirm 78 R2 PLUS StartPile Height 0 000 600 000 Gul ADD VCurve Element STATION 200 000 Ht 625 000 Lengh 250 StartPile Height 0 000 600 000 200 000 625 000 400 000 570 000 500 000 685 000 550 000 700 000 FISTILAST ETI STONEX 3 You will see the just inputted element in the vertical element editing menu 4 Press F4 ADD to input next one Here the STATION is displayed automatically it comes from the previous element s length Press F4 key to confirm 5 Repeat step 4 to input all the vertical elements for the road 20 3 2 Edit Vertical Road Element In the horizontal element editing menu the inputted element can be edited Delete vertical element StartPile Height 0 000 600 000 400 000 570 000 500 000 685 000 FIST LAST ADD StartPile Height 0 000 600 000 200 000 EVAR 300 000 685 000 FISTILAST 1 Move F1 FIST F2 LAST A or V key the cursor will move to different element 2 Press F3 DEL to delete the selected element the two elements adjacent with deleted one will connect automatically For the example after delete the second element the vertical road curve figure is shown below 79 R2 PLUS GS STONEX P3 P1 P2 Station 0 200 300 Height 600 570 685 Length 200 100 50 Edit horizontal element StartPile 0 000 200 000 400 000 500 000 Height 600 000 625 000 570 000 685 000 FISTILAST ADD VCurve Eleme
15. loosening should be same 2 After the reticle adjustment it is necessary to adjust the vertical index error by program see 23 10 Vertical Index Error 26 9 Tilt Sensor If the tilt angle shown on the display shifts from tilt angle 0 zero point the instrument is not correctly leveled This will adversely affect angle measurement Perform the following procedures to cancel the tilt zero point error I Check Set up the instrument on tripod or adjustment platform and level it accurately Config 1 Meas condition 1 Press F3 OSET twice to set HA to 0 on P1 in 2 Inst config measure mode 4 Com setting Press key Cnfg to enter into config mode 5 Unit e Date amp Time 2 Select 3 Inst adjust to set instrument basic parameters two items display Inst adjust D D EE correct 3 Select 1 Tilt correct 2 Index error correct Tilt offset 4 Wait a few seconds for this display to stabilize then read the automatically compensated angles X1 and Xx 0 0020gon Y 0 0032gon Y1 HA 127 1202gon Take F1 I OK 116 R2 PLUS STONEX Tilt offset 5 Rotate the instrument 180 200gon Loosen the x 0 0008gon horizontal clamp and turn the instrument 180 Y 0 0012gon 200gon while referring to the displayed horizontal Take F1 II angle then re tighten the clamp Wait a few seconds Calculate the following offset values tilt zero point error Xoffset X1 X2 2 Yoffset Y1 Y2 2
16. no haze visibility about 30 km no heat shimmer Reflectorless R2 2 PLUS 350 R2 5 PLUS 350 R2 2 PLUS 500 R2 5 PLUS 500 Single prism Reflective sheet RP60 Accuracy Prism mode Reflective sheet RP60 Reflectorless mode 1 to 350m 1 to 500m 1 to 3000m Class 1 1000 7000m Class 3R 1 to 800m 1 5mm 2ppm 1mm 1 5ppm optional 3mm 2ppm R2 2 PLUS 350 R2 5 PLUS 350 3mm 2ppm 1 150m 5mm 2ppm 150m R2 2 PLUS 500 R2 5 PLUS 500 3mm 2ppm 1 200m 5mm 2ppm 200m Measurement time Initial 2 5s Prism Reflective sheet RP60 Reflectorless Display resolution Fine mode Tracking mode Distance unit Temperature unit Pressure unit Temperature input range Pressure input range typical 1 0 1 5s typical 1 5s typical 1 5 5s max 20s 0 1mm 0 001ft 1mm 0 01 ft 10mm 0 1 ft m ft selectable CT selectable hPa mmHg inchHg selectable 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 120 R2 PLUS Prism constant condition Refraction and earth curvature correction Reflecting prism constant correction Level vial sensitivity Plate level Circular level Compensation System Range Optical plummet Optional Accuracy Image Magnification Focusing range Field of view Laser plummet Accuracy Laser class Laser wave length Display LCD Memory Internal memory External SD card Data communication UO Power Battery Voltage Continuous operation time Chargers Charging time Others
17. press F2 TAGT to re input the target height if necessary and press F1 MEAS to continue Follow this operation till all targets have been measured 5 Press key ESC back to the coordinate mode 33 R2 PLUS STONEX 7 Stake out Measurement Stake out measurement is used to stake out the required point The difference between the previously inputted data to the instrument the stake out data and the measured value can be displayed by measuring the horizontal angle distance or coordinates of the sighted point The horizontal angle difference and distance difference are calculated and displayed using the following formulas Horizontal angle difference dHA Horizontal angle of stake out data measured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of stake out data HD S O HD measured horizontal distance horizontal distance of stake out data VD S O VD measured height difference height difference of stake out data NOTE Stake out data can be input in various modes SD HD VD coordinates and REM measurement EDM settings could be set in this mode 7 1 Distance Stake out The point to be found based on the horizontal angle from the reference direction and the distance from the instrument station Position to be stake out A distance Reference direction Present target position Al Distance to be stake out Instrument station
18. to confirm your setting How to read the existed data Known point data coordinate data and instrument occupied data in the current JOB and coordinate search JOB can be read Confirm that the JOB containing the coordinates you wanna read is already selected in coordinate search JOB see 22 2 Select a JOB PTH 56 1 Press F1 READ when inputting the point number Inst H 1 500m sdds 0 000 0 000 0 000 User DANA a ok 2 The list of existed coordinate displays as shown left Occ Occupied data saved in the current JOB or in the coordinate search JOB Coord Coord Measured coordiante data saved in the current oo JOB or in the coordinate search JOB pode Pt Known point data saved in the current JOB or in cc TO P SRCH t P Press keys HI to move one by one 1 1 lb Press keys A V to turn the previous next page Press F1 to switch between t P status and Ir 1 ll status A Press it and the first point on the first page will display Gu Press it and the last point on the last page will display Ger Press it to enter into coordinate data search mode Input the required point the coordinate search JOB number to search 3 Select the required data and press the key ENT 1 500m The corresponding data will display You could re edit eet the data and it won t affect the original coordinate 100 000 data 10 000 User TD TES SS KLS 30 R2 PLUS STONEX
19. 6 File Copy GS STONEX It is possible to copy the job from current internal memory to SD card or copy known data from SD card to internal memory Procedure of JOB copy Memory 2 Known data 3 Code 4 Storage Media Select 5 USB JOB 1 JOB select 2 JOB rename 3 JOB delete 4 Download 5 Com setting 6 File Cop JOB deletion JOBA 15 56 JOB PaulO01 20 MYJOB 50 JOB B 45 JOBO1 2 JOB C000000 0 JOBCDD Confirm to Copy 1 Select MEM 1 JOB 6 File Copy 2 Select 6 File Copy the job list for current memory will display 3 20 JOBs display on three pages select one job you want to copy And press ENT key to confirm 4 Press F3 NO to give up or press F4 YES to copy 5 For more information please read the Help file of StonexExchange on chapter 2 3 Data transfer via SD card 101 R2 PLUS GS STONEX 22 7 Connect PC via USB port R2 PLUS series is equipped with USB port you can connect it with PC for data transferring Procedure of USB port connecting Memory 1 JOB 2 Known data 3 Code 4 Storage Media Select 5 USB U FUNCTION Plug the USB Exit Press ESC U FUNCTION Stop Press ESC Memory 1 JOB 2 Known data 3 Code 4 Storage Media Select 5 USB 1 Select MEM in the status mode to enter into memory management 2 Select 5 USB to enter USB port connecting screen 3 Connect instrument and PC via USB cable R2 PLUS will displa
20. Europe All products that have to be repaired have to be returned to our technical representative office location via any delivery company the customer prefers NOTE STONEX Europe is not accountable for the unlikely event that the Products gets lost in transit Any damage inflicted by the customer or by third party after the products has been delivered to the customer is excluded from the limited warranty as well any damage arising from an improper use from any action or use not provided for in the enclosed user guides and or manuals Shipping policy The Customer or the dealer is required to pay for the charges for shipping of fault parts or instruments to STONEX Europe representative office and STONEX Europe will provide the shipping for return Dealers needs to follow STONEX Europe repair service procedure see appendix 4 to achieve a better and prompt service result Return policy Dead On Arrival instruments All returned products have to be shipped to STONEX Europe representative office The original Purchaser has a period of seven 7 days starting from date data of purchasing to signal the existence of a defect in the instrument for a full refund less shipping and handling provided the merchandise is in new resalable condition and returned in the original undamaged packaging Customer has to pay for both the return and the original freight fees regardless 107 R2 PLUS STONEX of the origi
21. Meas condition 2 LCD contrast 2 Inst config 3 Reticle lev 3 Inst adjust 4 Key Beep 4 Com setting 5 EDM signal 5 Unit 6 Date amp Time EDM 7 Kev Function 3 5 Power On Off I Power on 1 Confirm the instrument is leveling press the red key Ss POWER STONEX Initing STONEX R2 PLUS 2 The instrument will power on and display the status S N STN3050 Ver 10 06 21 SETEN Date 07 12 2010 Time 10 01 59 JOB JOB1 IMEAS MEM II Power off Press Prower key the instrument will ask you to turn off the instrument or not press F3 Yes it will be POWER OFF turned off press F4 No back to previous screen uE ike 14 R2 PLUS STONEX 3 5 How to Input Number and Alphabet 001 CODEAB 1 Enter into input code status See 21 1 Input a code the cursor is blinking and ready to input The note A at the top right corner shows the active input mode you can press the key shift to switch between alphabet and number wed LAST 001 CODEAB 2 Input the code in turn and press the blue key ENT 003 mae to save it You can press key BS to delete your 004 wrong input before the cursor The max length of a See code is 16 characters 007 op R2 PLUS Inst Config 1 Backlight 2 Laser 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal EDM Inst Config 1 Backlight 2 Laser 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal EDM Inst Config 1 Backlight 2 Las
22. and correct the collimation error before this operation 1 Mount the instrument at the tripod or a stable device and level it accurately then turn on the instrument 2 Aim at the cross hairs of collimator or the obvious target at a distance VA should be about 10 Read the face left angle V1 and face right angle Vr 3 Calculate the index error according to the formula below i Vi Vr 360 2 4 If I lt 10 no adjustment is necessary or you have to adjust it Il Adjustment by program Set up the instrument on tripod or adjustment platform and level it accurately Config 1 Meas condition 1 Press key Cnfg to enter into config mode 2 Inst confi 4 Com setting 2 Select 3 Inst adjust to set instrument basic 5 Unit 6 Date amp Time parameters Two items display Inst adjust 1 Tilt correct 2 Index error correct 3 Select 2 Index error correct Index error correct 4 Sight a reference point in face I and press F3 OK VA 95 8860gon HA 115 4506gon Take Fi I Index error correct 5 Sight the reference point in face II Rotate the instrument 180 200gon and sight the same point VA 295 8860gon HA 115 4506gon then press F3 OK Take F2 II 118 R2 PLUS STONEX 6 Press F3 YES to set the correction and press F4 Index Error NO to give up Old 0 0048gon New 0 0012gon Set 26 11 EDM Optical Axis and the Telescope Sighting Axis Error It is necessary to chec
23. d i a d 5 Edy ainssald szans 4 4 CH RES 50 40 30 20 Temperature CC 104 R2 PLUS STONEX Appendix I Correction for refraction and earth curvature Considering the correction of refraction and earth curvature for distance measurement the formula for slope distance horizontal distance and vertical distance applied in the instrument are as followings SD DoX 1 ppmX10 mm SD Displayed sope distance m Target Do Real measured distance m gt ppm Scale coefficient mm km mm Target constant mm HD Y AXXXY VD X BX K Meansea level HD Horizontal distance mm VD Vertical distance mm Y SD Sin 4 X SD Cos Elevation measurement amp Zenith angle 1 R ih 2R A B K 0 142 or 0 20 R 6 37 X 10 m The conversion formula for horizontal and vertical distance is as follows when correction for refraction and earth curvature is not applied HD SD COS VD SD SIN NOTE The factory setting for the refraction coefficient K is 0 142 Refer to the 3 8 1 Measure Condition Setting to change the value 105 R2 PLUS STONEX Appendix III Connect the R2 PLUS series with PDA 1 Connect the R2 PLUS series and PDA Here we will take Carlson Explorer as a example with RS 232C cable 2 Refer to the chapter 3 8 3 Communic
24. element 3 Press F4 ADD to enter road wide inputting menu 4 Input the parameters of road width STATION the road will take this width begin from this point to next road width element Lwide left width Rwide right width Press F4 ENT key to confirm 5 Repeat step 4 to input other road width 6 Press ESC back to road calculation menu 81 R2 PLUS sTONEX 20 4 2 Additional Station Setting Some special stations can be calculated and stake out the setting procedures are same with road width element inputting but their result are different for road width element the inputted parameters are available from setting station to next element but for additional station setting the inputted parameters are available only for setting station Road Define 1 Make sure the instrument is in Road Define menu 1 Horizontal Curve 2 Vertical curve 3 Road Calculation select 3 Road Calculation 2 Press F2 PEG to enter additional station setting RoadCal Calc menu pa anne m Press F1 FIST key the cursor will move to the first element Press F2 LAST key the cursor will move to the last WDE BE ENT element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical element 3 Press F4 ADD to enter road wide inputting menu FISTILAST ADD EEN 4 Input the parameters of road width STATION 155 500 STATION the road will take this width begin from Lwide 10 000m i e Rwi
25. laser plummet adjusting bar will display With pressing or a k the laser lightness can be adjusted R2 PLUS STONEX 3 Basic Functions 3 1 Nomenclature Handle i i Handle screw Optical sight Objective Instrument height mark Vertical motion Model label clamp Vertical tangent screw Battery Plate level Horizontal motion clamp Screen Horizontal tangent screw Keypad SD card slot amp USB port Tribrach R2 PLUS STONEX Focusing knob Eyepiece Instrument height mark Serial number RS 232C port Leveling screw 10 R2 PLUS STONEX 3 2 Basic Key Operation f GK Or Q OEO HOHOZOL D gt O 020 O 0 2 O EE SES Keys Description F1 F4 Select the functions matching the softkeys 0 9 1 Input number when numeric input 2 Input characters when alphabetic input Input a decimal point SS Input plus minus sign Power Power on off Enter into setting mode directly Cnfg Enter into config mode directly ESC Escape to the previous menu or mode Shift 1 Shift between number and alphabetic when inputting 2 Shift targets model when measuring BS 1 Delete the character at the left of the cursor when inputting 2 Open electronic level menu Space 1 Input a black space when inputting 2 Input the target or instrument height Func Turn page ENT 1 Select Accept input data 2 A
26. menu 2 Select 3 Road Setout to road setout menu At road setout menu select 1 Occ Orientation to set the station and backsight 3 Select 2 RoadSetout to stake out road the first center station of road will display Here PT Station serial number Code Station mileage C means center station R means right station L means left station Press F1 READ key to open the station list Press F2 PREV key to display previous station Press F2 NEXT key to display next station 4 Press F4 ENT to enter coordinate staking out screen see chapter 7 2 Coordinates Stake out Measurement to do that 85 R2 PLUS STONEX 20 7 Road File Management 20 7 1 Select a Road File All the elements you inputted and the staking data you calculated are recorded in the current road file You can select other file to define other road normally one file includes one road NOTE There are 10 road files in total the factory default setting is ROAD1 The default names are ROAD1 ROAD2 ROAD10 you can rename them if necessary Procedures Road Calculation 3 1 Road file 1 Press F2 MENU on P2 of the basic measurement 2 Input the parameter mode on the page 3 select 1 Road Calculation enter 3 Road Setout road menu Road file 1 Road File Select 2 Select 1 Road file to road file management menu 2 Road File Rename 3 Road File Delete 4 Road Initialize Road File S
27. not in using for a long time the battery should be taken out from the instrument and store in seperate place Meantime the battery should be charged every month Take out the battery It is not suggested to take out the battery when the instrument is on otherwise the stored data may be lost so it is better to replace the battery after power off the instrument Set up the instrument on the tripod When using it please insure the connection between tripod and instrument is firm It is better to work with wooden tripod for the measurement accuracy Assemble the tribrach on the instrument The setting of tribrach would influence the accuracy The tribrach should be check frequently the screw which connects the tribrach and alidade must be locked tightly And the central fixing screw should be tight High temperature condition Don t put the instrument in high temperature condition for a long time it is bad for the instrument performance Temperature changing sharply The sharp temperature changing on the instrument or prism will shorten the distance measurement range for example after taking the instrument out from a warm car to a cold condition wait for some time it can be used when it adapts the surrounding condition The noise from the instrument When the instrument working it is normal if you hear the noise from instrument motor it R2 PLUS STONEX will not affect the instrument work Stored data responsibil
28. note etc are recorded in the active JOB and user is able to search and read coordinate in the coordinate search JOB when coordinate measuring resection or stake out NOTE There are 20 JOBs in total the factory default setting is JOB1 The default names are JOB1 JOB2 JOB20 you can rename them if necessary Scale factor could be set for every JOB but only the one of the active JOB could be modified Here is the equation used to calculate the datas HD2 HD1 X S F Where HD2 corrected horizontal distance HD1 measured horizontal distance S F scale factor Procedure of JOB selection and scale factor setting Memory 1 Press F3 MEM in the status mode to enter into 2 Known data memory management 3 Code 4 Storage Media Select 5 USB 2 Select 1 JOB to enter JOB management JOB 3 Select 1 JOB select to set an active JOB and a 1 JOB select 2 JOB rename coordinate search JOB 3 JOB delete 4 Download 5 Com setting 6 File Copy 4 Press F1 LIST to display all JOBs on three pages Press F4 S F to modify the scale factor JOB selection S F 1 000000 Coord search JOB JOB3 97 LIST R2 PLUS JOB selection JOBA 15 JOB1 56 20 MYJOB 50 JOB B 45 JOBO1 2 JOB C o JOB MY S F SAKEEEEEL JOB selection JOB MY S F 0 999998 Coord search JOB CORD1 LIST Memory 2 Known data 3 Code 4 Storage Media Select 5 USB JOB 1 JOB select 2
29. on the second line Known data 3 Select 5 Clear JOB JOB6 1 Key input 2 Com input 3 Delete 4 View 6 Com setting 4 Press F3 NO back to known data management Press F4 YES to delete all known points data of Clear the active JOB completely Confirm to delete 107 R2 PLUS STONEX 24 Code Management You could edit codes in this mode All existed codes in memory could be read for all jobs and the selected code could be recorded together with occupied data or measured data 24 1 Edit Code list Procedure of inputting a code 1 Select MEM in the status mode to enter into Memory 1 JOB memory management 2 Known data 4 Storage Media Select 2 Select 3 Code to enter into code management 5 USB 3 Select 1 Code Edit the code will display Code 2 Clear list 4 Press A or V key to move the cursor and input or correct code Here Press F1 t P key to change the function of A and W keys if it is light press A org to move ER cursor between adjacent codes If it is back light 003 CODEB press A or V key to move cursor to display adjacent 004 CODEBCD pages 005 CODEBDEG 006 CODEBES Press F2 TOP key to move cursor to first code TOP Press F3 LAST key to move cursor to last code Press F4 DEL key to selected code NOTE The codes recorded in memory could be read for all JOBs 50 codes can be inputted 24 2 Clear all Codes 108 R2 PLUS
30. press A org to move 5 Note cursor between adjacent points If it is back light press A or V key to move cursor to display adjacent pages Stn Dist Press F2 TOP key to move cursor to first point Coord Press F3 LAST key to move cursor to last point Coord Press F4 SRCH key to enter the serial number PT Dist J5 Coord J5 TO P SRCH to look for the point SD 3 133m 4 Select one and press key ENT to view press ESC VA 84 39 42 back to list HA 352 28 59 Pt J4 Tgt H 1 45ft Code NO002 NEXTIPREV NOTE Ifthe point number is the same only the newer recorded data could be viewed The data inputted beforehand could be viewed here 94 R2 PLUS 21 6 Select job GS STONEX Procedure of job select Meas PC 0 0 ppm 0 D H 2 SD a VA 302 5432gon II HA 0 0000gon P3 Gau es S REC JOB MY 2 O0cc data 3 Angle data 4 Collect Points 5 Note 6 View JOB selection S F 1 000000 Coord search JOB JOB3 LIST SE 1 Press F4 REC on P3 in measure mode to enter into record mode The active JOB will display 2 Select 1 JOB select to set job see 22 2 Select a JOB to operate 95 R2 PLUS STONEX 22 JOB Management 22 1 Storage Media Select For R2 PLUS series SD card slot is an standard equipment user can record the measured data in internal memory or SD card directly Before your work it is necessary select appropriate storage m
31. press F4 MEAS to continue the measurement 62 R2 PLUS STONEX 15 Traverse Surveying Measure the coordinate of foresight point and save it in the list this point would be taken as the occupied point after transferring to point 2 and the previous occupied point will be taken as the backsight point the azimuth angle will be calculated and set N Known point A P3 Pl Wi P2 Azimuth Occupied point PO 0 0 0 15 1 Save Coordinate Here is the operation of how to measure the foresight point and save it in the list Procedure of saving coordinate M PC 0 an ppm 0 1 Press F2 MENU on P2 of the basic measurement g mode SD 33 417ft VA 300 9994gon I HA 44 6568gon P2 MENT I eE D Menu P2 1 Point projection 2 Line stakeout 2 Turn to P2 select 3 Traverse 4 Inverse 5 Polarize Traverse 2 Read coord 3 Press 1 Save coord 63 R2 PLUS Save coord VD 29 183ft VA 315 3212gon i HA 64 5876gon I DIST Save coord VD 19 682ft VA 159 9150gon ff HA 68 0594gon I MEAS Save coord 15 2 Read Coordinate GS STONEX 3 Aim at the target point and then press F1 DIST You can press F4 I HT to re input instrument height or target height here 4 Press F4 SET to save the data or press F3 REC to record it in the list 5 Press F3 NO back to the previous mode and press F4 YES to set the data Set the measured foresight p
32. three screws 112 R2 PLUS STONEX and the tightening tension is identical for them 26 4 The Optical Sight I Check 1 Mount the instrument on a tripod and fix it 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Observe the optical sight collimator whether Reticle collimating the cross mark if collimate the mark adjustment is not necessary if not adjust it gt Il Adjustment 1 Mount the instrument at the tripod and fix it 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Loosen two fixing screws adjust the collimator then fix the two screws again 26 5 Optical Plummet optional I Check 1 Mount the instrument at the tripod and fix it 2 Set a cross mark under the instrument 3 Coincide the center mark of the optical plummet with the cross mark by adjusting three leveling foot screws 4 Turn the instrument 180 200gon check the center mark and cross mark if they are coincide no adjustment is necessary if not adjust it Il Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark under the instrument 3 Use the three leveling screws and coincide the center mark of plummet and cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the cover of the optical plummet eyepiece adjust the four adjusti
33. 0 Ee 5 Press Fl MEAS begin coordinate stake out measurement Move the prism to find the point to be 1 500m stake out A OK 4 Move the prism upward 147 328m Move the prism downward 0 000m Press key ESC back to stake out mode Z 19 310 S O dHD t 147 328 S O dHA 146 7194gof VA 296 1184gon I HA 249 0324gon Sma EA 7 3 REM Stake out Measurement Perform this operation to find a point where a target cannot be directly installed see 11 REM Procedure of REM stake out measurement S O 1 JOB select 1 Set a target directly below or directly above the 3 EDM point to be found then use a measuring tape etc to 4 S O data measure the target height height from the surveying point to the target Press Fl MENU at P2 in the measure mode then select 2 Stake out 2 Select 2 Occ Orientation 2 Angle amp Dist Input the occupied orientation data see 6 1 3 Coord Stake out Input the occupied point data 3 Select 2 S O data then select 1 Height 37 R2 PLUS STONEX 4 Input height from the surveying point to the position to be stake out Then press F4 OK to set Ht 2 00041 the data Tgt H 0 000m 5 Press Fl REM to begin REM stake out measurement Move telescope to find the point to be stake out S O Ht y 9 562 SD 10 251m f VA 79 6986gon Move the telescope near the zenith HA 249 0404gon I Move the te
34. 1 Meas condition 3 Inst adjust 2 Select 2 Inst config to set instrument basic 4 Com setting parameters Three items display 5 Unit 6 Date amp Time 7 Key Function Inst config 1 Auto off 2 LCD contrast 9 to select items and press keys gt to set 3 Reticle adjust 7 3 Change the settings if necessary Press keys the options 4 Press key ESC back to the previous mode Table 3 2 Option list of basic setting Item Options 30min No Smin 10min 15min 1 Auto off The instrument would power off automatically to save battery if no operation in setting time 2 LCD contrast 0 13 9 3 Reticle adjust 0 9 7 NOTE The options with the symbol are the factory setting R2 PLUS STONEX 3 7 3 Communication Port Setting Please set communication parameters before connecting your computer Config E 1 Press key Cnfg to enter into config mode 1 Meas condition 2 Inst config 3 Inst adjust 2 Select 4 Com setting to set the parameters of 5 Unit communication port 6 Date amp Time 7 Key Function Com setting 3 Change the settings if necessary Press keys II 1 Baud rate 1200 2 Data bits 8bit 3 Parity No the options 4 Stop bit 1bit 5 Check sum No 6 Xon Xoff No 4 Press key ESC back to the previous mode 7 Comode B TOOTH to select items and press keys to set Table 3 3 Option list of com setting
35. 26 2 Tubular Level I Check 1 Mount the instrument on a stable device as tripod adjusting device and fix it 2 Level the instrument until the plate level is parallel to a line linking leveling foot screws A and B then adjust the two screws to center the bubble 3 Turn the instrument 180 200gon observe the moving direction of the bubble if it is still centered no adjustment is necessary if not you have to adjust it JI Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it roughly 3 Turn the instrument and make the tubular level be parallel to a line linking two leveling foot screws then adjust the two screws to center the bubble 4 Turn the instrument 180 200gon adjust the SN Turn the instrument 180 Adj screw with adjustment pin slightly to correct half of the bubble s displacement when it doesn t id LOD move i 5 Repeat operations 3 4 until the bubble remains centered in any position 26 3 Circular Level I Check 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Observe the bubble of the circular level if it is centered no adjustment is necessary if not you have to adjust it Il Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Adjust the three adj screws to center the bubble by a wrench NOTE Be careful when adjusting the
36. 3 Pt Known point data saved in the active JOB or in Pt Pti Coord C1 Pt Pt2 Occ Coord Coordinate data saved in the active dag EE JOB or in the coordinate search JOB Pt Pt5 K Su S the coordinate search JOB 4 Select the first point in the list and press key ENT to set The selected point is set as Pt 01 5 Repeat steps 2 and 4 till all points are selected Make sure read the points clockwise or anticlockwise A Iculati i Se SS Ce RE 6 Press F2 CALC and the calculated area will Area m2 display Press F4 OK to escape ha 41 R2 PLUS STONEX 9 Offset Measurement Offset measurement are performed in order to find a point where a target cannot be installed directly or to find the distance and angle to a point which cannot be sighted It is possible to find the distance and angle to a point you wish to measure target point by installing the target at a location offset point a little distance from the target point and measuring the distance and angle from the surveying point to the offset point The target point could be found in the following three ways 9 1 Single distance Offset Measurement Finding a point by entering the horizontal distance from the target point to the offset point O Target point Instrument station When the offset point is positioned to the left or right of the target point make sure the angle formed by lines connecting the offset point to the target poi
37. Cnfg on the keyboard to enter into config mode in any status all the following items can be set 3 7 1 Measure Condition Setting 1 Press key Cnfg to enter into config mode Config 2 Inst config 3 Inst adjust 4 Com setting 5 Unit 6 Date amp Time 7 Key Function 2 Select 1 Meas condition to set measurement parameters All items display on two pages Meas condition 3 Change the settings if necessary Press keys 1 Dist mode UI 2 Tilt adjust 3 Refr coeff 4 VA display 5 HA display 6 HA buzzer to select items and press keys to set options 4 Press key ESC back to the previous mode 7 Coord Table 3 1 List of measurement condition setting Item Options 1 Dist mode SD HD VD 2 Tilt adjust XonYon XonYoff XoffYoff 3 Refr coeff 14 20 No 4 VA display Zenith VA V90 5 HA display HAR HAL 6 HA buzzer No Yes 7 Coord N E Z E N Z 1 5 10 1 Min reading 0 0002g 0 001g 0 002g 0 005mil 0 02mil 0 05mil 2 ppm correct No Yes auto correct ppm by sensors or not Code effect The manual input code is available once or always Vdist mode Display mode of vertical distance to instrument center or to the ground NOTE R2 PLUS STONEX Every first options with the symbol are the factory setting 3 7 2 Instrument Basic Setting Config 1 Press key Cnfg to enter into config mode
38. D7 10 Stonex Confirm to delete Road File Select P1 ROAD1 96 ROAD2 55 ROAD3 o ROAD4 0 ROAD5 o ROAD6 o ROAD7 10 STONEX Procedures 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter road menu 2 Select 1 Road file to road file management menu 3 Select 3 Road File Delete road file list will display 4 Press W or A arrow key to move cursor after reach to the job you want to delete press ENT key it will ask you to confirm to delete press F3 NO back to file list the file will not be deleted 5 Press F4 YES to delete this file all the inputted and calculated data in this file will be cleared and the file name change to initial status 88 R2 PLUS STONEX 20 7 4 Delete all Road Files Procedures Road Calculation 1 Road file 1 Press F2 MENU on P2 of the basic measurement 2 Input the parameter mode on the page 3 select 1 Road Calculation enter 3 Road Setout road menu Road file 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize 2 Select 1 Road file to road file management menu 3 Select 4 Road Initialize it will ask you to confirm to clear all roads press F3 NO back to road file management menu no file is deleted Clear all roads 4 Press F4 YES to delete all road files Initing will display at last it will back to road file management menu automatically NOTE
39. Free 44000 VA 148 7080gon HA 352 4228gon Pt PPO1 Tgt H Code NO 1 45ft 1 Enter into record mode The active JOB will display 2 Select 3 Angle data then aim at the target the angle will display in real time 3 Press F4 REC to input the following items point number target height and code press Fl OK to save data You could press F1 AUTO to perform this process directly if PT code and e H are unnecessary to re set Press F2 0SET to set horizontal angle as 0 4 Repeat step 3 to collimate and collect other points angle data 91 R2 PLUS STONEX 21 3 Distance amp Coordinate Data Procedure of recording distance amp coordinate data Meas PC 0 0 1 Press F4 REC on P3 in basic measurement mode ppm 0 to enter into record mode The active JOB will display SD VA 302 5432gon KL HA 0 0000gon 2 Select 4 Collect Points GA des REC REC JOB MY 3 Aim at the target and press F2 DIST to measure 1 JOB select distance and then REC will display at the last line 2 0cc data 3 Angle data press F4 REC to input the following items point a Collect Points Points number target height and code press Fl OK to 6 View save data REC Dist C Free 43997 You could press F1 AUTO to perform this process 5 000 directly if PT code and tgt H are unnecessary to apes re set Pt D10 pede NO002 Ge 4 Aim at other targets repeat step 3 to collect other D
40. ISTJOFST points NOTE After performing the process once both distance measurement data and coordinate data are recorded into memory as the same Pt Distance measured data is recorded firstly and then coordinate data is recorded Press FUNC key the screen will switch between coordinate mode and distance mode REC Dist C Free 43995 SD 19 655 VA 81 26 35 HA 359 48 04 Pt D10 Tgt H 1 45ft Code NO002 DIST OFST R E C 92 R2 PLUS STONEX 21 4 Record Note Procedure of recording note Meas PC 0 0 1 Press F3 REC on P3 in measure mode to enter ppm 0 into record mode The active JOB will display D a SD a VA 302 5432gon II HA 0 0000gon P3 Gan Si Ze Ra 2 Select 5 Note REC JOB MY 1 JOB select 2 Occ data 3 Angle data 4 Collect Points 6 View 3 Input note and press F1 OK to save The max EE Bree 22299 length is 60 characters NOTE Max note length is 60 characters 93 R2 PLUS STONEX 21 5 View Data Procedure of view data Meas PC 0 0 1 Press F3 REC on P3 in measure mode to enter ppm 0 P into record mode The active JOB will display E W SD VA 302 5432gon II HA 0 0000gon P3 2 Select 6 View ww a OFST REC JOB MY 1 JOB select 3 All recorded data of the active JOB will display 2 0cc data f 3 Angle data Press F1 t _ P key to change the function of A 4 Collect Points and V keys if it is light
41. JOB rename 3 JOB delete 4 Download 5 Com setting 6 File Copy JOB rename OB Paul01 GS STONEX 5 Select an active JOB The numbers to the right represent the number of data items in each JOB Press key ENT to save the setting 6 Input the scale factor if necessary The range 0 5000000 2 000000 and the factory setting is 1 000000 7 Select a coord search JOB following above steps 4 and 5 22 3 Rename a JOB 1 Press F3 MEM in the status mode to enter into memory management 2 Select 1 JOB to enter JOB management 3 Select 2 JOB rename to rename the active JOB 4 Input a new name and press key ENT to save the setting The maximum length of a JOB name is 12 characters 98 R2 PLUS STONEX 22 4 Delete a JOB It is possible to delete an existed JOB Once the JOB has been deleted with the recorded data cleared the JOB name returns to the default one Procedure of JOB deletion Memory 1 Press F3 MEM in the status mode to enter into memory management 2 Known data 3 Code ace Media Select 2 Select 1 JOB to enter JOB management JOB 1 JOB select 3 Select 3 JOB delete 2 JOB rename 3 JOB delete 4 Download 5 Com setting 4 File Copy SR 15 4 20 JOBs display on three pages The numbers to the JOB1 56 right represent the points quantity recorded in each JOB PaulO1 20 MYJOB 50 JOB Select the useless JOB that you wanna delete JOB B 45 and p
42. P t S1 NEXTIPREV 1 Press F3 MEM in the status mode to enter into memory management 2 Select 2 Known data job list will display Select one Job you want to operate press ENT key to confirm known data menu will display you can see the active JOB on the second line 3 Select 4 View and all known points of the current JOB will display 4 Select a required point Here Press F1 t P key to change the function of A and V keys if it is light press A org to move cursor between adjacent points If it is back light press A or V key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first point Press F3 LAST key to move cursor to last point Press F4 SRCH key to enter the serial number PT to look for the point 5 The coordinate and point number will display Press F1 NEXT to display the next point data Press F2 PREV to display the previous point data 106 R2 PLUS STONEX 23 5 Clear all known points data Procedure of clearing all known points Memory 1 Press F3 MEM in the status mode to enter into 1 JOB memory management 3 Code 4 Storage Media Select 5 USB JOB selection Pi 2 Select 2 Known data job list will display DAFENG 10 JOBFF 3000 Select one Job you want to operate press ENT key WOMENSHI 1256 to confirm known data menu will display you can FATELU 100 KEMEN 560 510 JOB7 0 see the active JOB
43. R2 PLUS STONEX Dear Customer Congratulations We STONEX are proud to present you with these series instrument Your total station is a rugged and reliable instrument whose performance and design are not surpassed To fully appreciate and protect your investment we suggest that you take the necessary time to read and fully understand this manual We have a dedicated service organization If the need arises please don t hesitate to contact us Thank you for your trust and confidence R2 PLUS sTONEX Contents To ue 1 Un e 1 1 2 Definition of Indication wicissssisssacssadiacsonesadbascesasnssadaasdenacsasse sansa scessndsanntvetannes 2 1 3 Safety Standards EE 3 TAL About E 4 1 5 Exceptions from Responsibility ee tagetesetgueeegegE Nee Eeg 4 2 Preparation before Measurement nessesssssssesssesseeseeesseeessressresseseseeesseee 5 2 About Battery EE 5 2 1 1 Battery EE 5 21 2 Replace the Battery E 6 2 1 3 Recharge the B ttery EE 6 2 2 Setting Up the Instrument ssseseseseesseeeeeeeesseesseessesrseeesseeessressresseeeseeessees 7 2 3 ER E E 7 2 4 Accurate Levelling Up with Electronic Level on screen eererecesee 8 3 Basic FUNCHONS ENEE Eed 9 3 l INGO MG latre geet 9 3 2 Basic Key Oprati E 11 Eege 12 DA Mod Dias rant sisisczssasaisadsatecveasasansnnsansondsaehavcnvasievesaaadanacvaste ege EE 13 3 5 POW OE CUED EE 14 3 5 How to Input Number and Alphabet ics cacasesiccsewuiscasssecpedsonusiccssaszevad
44. RED a EE ok 1 Press F2 MENU on P2 of the basic measurement mode select 7 Arc Staking out to enter arc staking out menu select 1 Occ Orientation to set the station And then select 3 Three point arc to start three point arc staking out measurement 2 Input the coordinate of arc start point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 3 Input the coordinate of arc end point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 71 R2 PLUS Define Mid PT Pt J5 3 027 0 685 0 305 Are stake out Measure Stn 0 015m Offset 115 491m S O dHA 51617 Fill 1 541 Are stake out Measure Stn 0 015m 10 025m 0 013m 0 306m Are stake out Measure Stn 0 012m Offset 0 003m H 0 003m 0 006m GS STONEX 4 Input the coordinate of arc middle point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 5 Press Fl MEAS to measure current rod the staking date will display Station the station on the arc computed radially from the current position of the prism Offset offset distance from the current position to the arc S O dHA offset angle from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out from Rod to AL This is the distance you need
45. TI Reflector Prism 1 Prism const 0 Temp 20 C Pressure 1013hPa OPEM 0 to set the options 4 Press key ESC back to the previous mode Table 3 5 EDM setting Item Options 1 Mode Fine r FineAVG 3 Fine s Rapid s Tracking 2 Reflector Prism Sheet No prism 3 Prism const 99 99 4 Temp 30 60 C 20 C 22 140 F 5 Pressure 500 1400hPa 1013hPa 375 1050mmHg 760mmHg 14 8 41 3 inchHg 29 9inchHg 500 1400mbar 1013mbar 7 2 20 3Psi 14 7Psi 6 ppm 499 499 0 Press F1 OPPM to set temperature pressure and ppm as factory setting 23 R2 PLUS STONEX Note Options with the symbol are the factory setting ppm value could be calculated by inputted temperature and pressure or input directly If the option of ppm correct is set as Yes the temperature pressure and ppm can not be inputted by hand This operation is also available in stake out mode You can press star X F1 EDM key to enter EDM setting menu directly 24 R2 PLUS STONEX 4 Angle Measurement 4 1 Measure a Horizontal Angle of Two Points 1 Sight the 1 target Meas PC 0 0 ppm 0 Press F4 OSET twice to set the 1 target as 0 at P1 in the measure mode SD ia Press SHV1 or SHV2 to change display status VA 85 55 50 II HA 0 00 00 Pi DEU IA ve OR firstly if in distance
46. When the offset value falls within the range 20 adjustment is not necessary If one of the offset values Xoffset Yoffset exceeds 20 adjust the value as follows for the display to stabilize then read the automatically compensated angles X2 and Y2 Il Adjustment 6 Press F3 OK to set the horizontal angle to 0 Tilt offset it offse Take F2 is displayed Xx 0 0008gon Y 0 0012gon 7 Rotate the top of instrument 180 200gon Wait a few seconds for the display to stabilize then press F3 OK Ok Take F2 8 If both correction constant are in the range press F3 X Old 0 0020gon Y Old 0 0022gon YES to renew the correction angle or press F4 NO X New 0 0006gon Y New 0 0004gon Set to give up this adjustment 26 10 Vertical Index Error The deviation between vertical circle zero position and horizontal direction is vertical index i it is necessary to concern this error when measure vertical angle The instrument program applied a formula to correct this error Warning Before starting this operation be sure to read this manual carefully otherwise it may cause data faulty Because of the close relationship between vertical index and compensator zero position it is necessary to check and adjust compensator zero position before adjusting vertical circle the value should be stable when reading 117 R2 PLUS STONEX I Check Please adjust the reticle of telescope
47. arc by 2points arc or 3points the instrument will help you move the rod to the arc Here S P Start point of arc E P End point of arc C P Circle center point of arc Station from S P to A the station on the arc computed radially from the current position of the prism Offset from rod to B offset distance from the current position to the arc S O dHA If your line of sight does not intersect the arc it will display to ask you rotate you telescope until sight line intersect the arc and then In Out will display Offset angle is from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out from Rod to AL This is the distance you need to move in out to get to the arc R2 PLUS 69 R2 PLUS GS STONEX 19 1 Two Point Arc Staking Out Arc Stakeout 1 0cc Orientation 2 2pt radius arc 3 Three Point arc Define Start PT Pt J2 Np 11 829 Ep 0 000 Zp 1 846 END Rt EN Ok Define End PT Pt J3 Np 11 282 Ep 2 130 Zp 1 503 END Rt ENS Ok Arc define Rad Input Rad 100 000 Are stake out Measure Stn 2 930m Offset 8 304m S O dHA 12 27 49 Fill 1 545 MEAS OK 1 Press F2 MENU on P2 of the basic measurement mode select 7 Arc Staking out to enter arc staking out menu select 1 Occ Orientation to set the station And then select 2 2pt radius arc to start 2 point arc staking out measurement 2
48. as 1 2 3 9 in turn and the average value will display behind A once the selected time s measurement has been finished 28 R2 PLUS STONEX 6 Coordinate Measurement It is possible to find the 3D coordinates of a target by coordinate measurement Please input the occupied coordinate instrument height target height backsight coordinate or azimuth angle and azimuth before coordinate measurement Target Ht Target point Occiped point 6 1 Input the Occupied Point Data Procedure of inputting occupied point data 1 Measure the height of target and instrument with a tape etc 2 Press F1 CORD at P2 in the measurement mode HA pi CY u e Dn SET Coordinate 3 Select 2 Occ orientation 1 JOB select 2 Occ orientation 3 EDM 4 Measure 4 Select 1 Occ coordinate to input the Coord 1 Occ coordinate occupied coordinates instrument height and target 2 Set H angle height in corresponding field 29 R2 PLUS STONEX 5 Press F3 REC to record the data in active PT occupied data list see 21 1 Record Occupied Inst H 1 500m Code sdds Data You could press F1 READ to read the existed NO 0 000 data for occupied point from memory EO 0 000 Zo 0 000 You could also press F2 RES to enter Resection READ RES ok program to get the station point coordinate see 12 Resection Press F4 OK
49. ation Port Setting to set the parameters on R2 PLUS series And then set the instrument at basic measurement mode as followings shown Meas PC D ppm 0 SD VA 302 5432gon I HA 85 8888gon P1 DIST E CL 106 R2 PLUS STONEX 3 Run the survey program on the PDA for example SurvCE exe of Carlson then select the instrument mode in the SurvCE Stonex Total Station Menu 4 Set the communication parameters on the PDA they must be same with R2 PLUS series s And select the 2 Way in communication setting 5 And then the PDA will sending data to R2 PLUS series to test the communication if they can not communication check the cable connection and parameters to try again Now you are ready to start Survey Survey menu of SurvCE 107 R2 PLUS STONEX Appendix IV Connect the R2 PLUS series and PDA with Bluetooth 1 Power on press Config Key select Com Config setting 1 Meas condition 2 Inst config 3 Inst adjust 5 Unit 6 Date amp Time 7 Key Function 2 Set Baud rate as 9600 Comode as Com setting B TOOTH 1 Baud rate 9600 2 Data bits 8bit 3 Parity No 4 Stop bit 1bit 5 Check sum No 6 Xon Xoff No 7 Comode B TOOTH 3 Back to basic measurement screen you Meas PC 0 0 will see the Bluetooth mark on the screen ppm 0 RD right A SD NW VA 302 5432gon ni HA 85 8888gon Sg SC Dan 2 v g Beam SS Connection _ Properties ue a Connections Network Cards E Wi
50. ccept the option when selecting 11 R2 PLUS 3 3 Display GS STONEX The LCD could display 8 lines with 24 characters per line In measurement mode it displays some common information in above 7 lines and displays soft functions in the last line Status screen STONEX R2 PLUS S N STN3050 Ver Date 08 15 2006 Time 10 01 59 JOB JOB1 Ss Wel Basic measure mode SD VA Measuring 12 Measuring now Instrument model Application software version Current power The active JOB Target type Current memory R2 PLUS 3 4 Mode Diagram Meas mode STONEX R2 PLUS S N STN3050 Ver 12 04 26 Date 08 15 2006 a Time 10 01 59 JOB JOB1 MEAS MEM MEM ESC Memory 1 JOB 2 Known data 3 Code 4 Storage Media Select 5 USB JOB 1 JOB select 2 JOB rename 3 JOB delete 4 Download 5 Com setting 6 File copy Known data JOB 1 1 Key input 2 Com input 3 Delete 4 View 5 Clear 6 Com setting Code 1 Code Edit 2 Clear List MEAS ESC T TNT e Dn SEO Gd eke CS Aa REC 1 Occ data 2 Angle data 3 Collect Points 4 Note 5 View 6 JOB select 1 Coordinate 2 Stake out 3 Area 4 Offset 5 MLM 6 REM Menu P2 1 Point projection 2 Line stake out 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 1 Road Calculation R2 PLUS STONEX Setting mode Press x directly Config mode Press Cnfg directly Inst Config Config 1 Backlight g 1
51. ch is not specified by STONEX Fire electric shock or burn could result e Do not use the power cable which is not specified by STONEX Fire could result e Do not short circuit of the battery Fire could result e When this product encounters disturbance of severe Electrostatic Discharge perhaps it R2 PLUS STONEX will have some degradation of performance like switching on off automatically and so Lo CAUTION e Do not touch the instrument with wet hand Electric shock could result e Do not stand or seat on the carrying case and do not turn over the carrying case on arbitrarily the instrument could be damaged e Be careful of the tripod tiptoe when setup or move it e Do not drop the instrument or the carrying case and do not use defective belt agraffe or hinge Instrument damage could result e Do not touch liquid leaking from the instrument or battery Harmful chemicals could cause burn or blisters e Please assemble the tribrach carefully if the tribrach is not stable series damage could result e Do not drop the instrument or tripod series damage could result Before use it check the central screw is tight 1 3 Safety Standards for Laser STONEX R2 PLUS series adopt the class of Laser Product according to IEC Standard Publication 60825 1 Amd 2 2001 According this standard EDM device is classified as Class 3R Laser Product when reflectless measurement is selected when the prism and reflective sheet is sele
52. cted as target the output is equivalent to the safer class 1 Follow the safety instructions on the labels to ensure safe use CAUTION CLASS 3R LASER RADIATION WHEN OPEN AVOID DIRECT EYE EXPOSURE CAUTION CLASS 2 LASER RADIATION WHEN OPEN DO NOT STARE INTO THE BEAM R2 PLUS STONEX e Never point the laser beam at other s eyes it could cause serious injury e Never look directly into the laser beam source it could cause permanent eye damage e Never stare at the laser beam it could cause permanent eye damage e Never look at the laser beam through a telescope or other optical devices it could cause permanent eye damage 1 4 About User 1 This product is for professional use only The user is required to be a qualified surveyor or have a good knowledge of surveying in order to understand the user manual and safety instructions before operating inspecting or adjusting 2 Wear required protectors safety shoes helmet etc when operating 1 5 Exceptions from Responsibility 1 The user of this products is expected to follow all operating instructions and make periodic checks of the product s performance 2 The manufacturer assumes no responsibility for results of a faulty or intentional usage or misuse including any direct indirect consequential damage and loss of profits 3 The manufacturer assumes no responsibility for consequential damage and loss of profits by any disaster an ea
53. d it after 3 or 5 min R2 PLUS STONEX 2 2 Setting Up the Instrument Mount the battery in the instrument before performing this operation because the instrument will tilt slightly if the battery is mounted after leveling I Set up the tripod first extend the extension legs to suitable lengths and tighten the screws on the midsections Make sure the legs are spaced at equal intervals and the head is approximately level Set the tripod so that the head is positioned over the surveying point Make sure the tripod shoes are firmly fixed in the ground Il Mount the instrument on the tripod head Supporting it with one hand tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod 2 3 Centering and Levelling Up 1 Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus 2 Turn three footscrews of the tribrach till the center of reticle exactly coincides with the surveying point in any position 3 Move the tripod legs to centre the circular level The instrument is now roughly leveled up 4 Center the bubble in the circular level Screw A Screw B C SS SS 5 Loosen the horizontal motion clamp and turn the instrument till the plate level is ei A parallel to a line shaped with screws A and B Adjust the screws A and B to make the bubble in the center of the level Plate level Turn the instrumen
54. de 10 000m this point to next road width element Lwide left width ENT Rwide right width Press F4 ENT key to confirm SPile LW 155 500 10 000 5 Repeat step 4 to input other road width Su IKEA ADD 6 Press ESC back to road calculation menu 82 R2 PLUS STONEX 20 4 3 Road Calculation After design the road input the interval to calculate the staking points 1 Input the interval of staking points on the road RoadCal Calc STATION 0 000 SPAC 20 000 m WES GH 2 Press F4 ENT to calculate calculating will Road Define 1 wm D 1 Horizontal Curve display until Cal complete appear the program go 2 Vertical curve back to previous menu automatically 3 Road Calculation NOTE If following display it means there are some staked points exist in this file already Press F3 YES key to cover these points or press F4 NO back to previous screen OVERLAP 83 R2 PLUS STONEX 20 5 Road Staking Out Data View After design and calculate the road all the staking points can be view Road Calculation 1 Road file 2 Input the parameter 3 Road Setout Road Setout 1 0cc Orientation 2 Road Setout 3 Road data view STAKE STAKE STAKE STAKE STAKE are UL PITOP LASTISRCH Road RoadCoordSO Pt 1 Code 0 000C 0 000 0 000 600 000 READ PREVINEXTIENT 0 000 0 000 600 000 Pt 1 Code 0 000C INEXTIPREV 1 Press F2 MENU on P2 of the basic measurement mode on t
55. e Azimuth 0 0002gon HD 0 000ft VD 29 383ft Tai OK 65 R2 PLUS STONEX 17 Polar Coordinates Calculation The coordinates of the end point could be calculated according to input azimuth distance and the NEZ coordinates of start point Input Coordinate of start point NO E0 Z0 Azimuth Az Distance Dist Output i Coordinate of end point N1 E1 Z1 End powi AZ Start point Procedure of Polarize Menu SE 1 Press F2 MENU on P2 of the basic measurement 1 Point projection 2 Line stake out mode 3 Traverse 4 Inverse 6 Repeat Measure 7 Arc staking out 2 Turn to P2 select 5 Polarize Calc polar coord 3 Input the data in corresponding items You could We ES 1000 000 press F1 READ to read the existed coordinate data 1000 000 for start point Press F4 OK to enter 39 383 Azimuth 1 0000gon Dist 0 000ft READ 4 The calculated data displays Press F3 REC to record it in the list and press F1 OK back to menu 1000 000 mode 1000 000 0 000 Calc polar coord 66 R2 PLUS STONEX 18 Repetition Angle Measurement Repetition angle measurement can be done by horizontal angle right measurement mode Menu P2 1 Press F2 MENU on P2 of the basic measurement 1 Point projection mode 2 Line stake out 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 2 Turn to P2 select 6 Repeat Measure 7 Arc staking out Angle Remeasure 3 Press the F3 Yes key gt OK Ang
56. e out value S O HA Diego is dSD is displayed MEAS OK Move the prism forward and backward until S O dSD is Om lt Move the prism left Move the prism right Move the prism forward t Move the prism backward Press F4 OK back to stake out mode 7 2 Coordinates Stake out Measurement After setting coordinates for the point to be stake out the instrument calculates the stake out HA and HD By selecting the HA and then the HD stake out functions the required coordinate location can be stake out To get the Z coordinate attach the target to a pole etc with the same target height A Distanc N Back sight station Point to be stake out Instrument A Angle station E Procedure of coordinate stake out measurement Menu 1 Press F1 MENU at P2 in the measure mode a Coordinate Select 2 Stake out 3 Area 4 Offset gs 5 MLM 2 Select 1 Occ Orientation 6 REM_ Input the occupied orientation data see 6 1 7 Resection Input the occupied point data Then set the azimuth angle of the backsight point see 6 2 Azimuth setting 36 R2 PLUS STONEX Stake out 3 Select 2 S O data then select 3 Coord 1 Height a Coord amp Dist 4 Input the coordinates of the stake out point Press Fl READ to read the existed coordinates as Stake out coordinate Press F4 OK to set the data S O Coord 157 00
57. e screwdriver to move the laser spot to the cross mark correct only one half of the displacement in this manner 5 Repeat operation 3 4 until the instrument keeps leveling and the laser spot coincides with the cross mark when rotating alidade of instrument to any direction 26 7 Vertical Cross hair on Telescope I Check 1 Set the instrument up the tripod and carefully level it 2 Set a point A front the instrument 50m apart 3 Collimate the point A and adjust the vertical tangent screw If the point appears to move continuously on the hair adjustment is not required Otherwise adjust it 114 R2 PLUS STONEX Il Adjustment 1 Set the instrument and set the point A front the instrument 50m apart 2 Take off cover of telescope eyepiece there are 4 screws for the reticle part 3 Loosen all four fixing screws slightly with the cross screw driver 4 Revolve the eyepiece section so that the vertical cross hair coincides to point A finally re tighten the four screws 5 Repeat the checking and adjusting until there is no deviation NOTE After the adjustment of cross hair please check the collimation error and vertical index error see 27 11 EDM Optical Axis and the Telescope Sighting Axis Error Eyepiece Fixing screws Fixingscrews 26 8 Horizontal Collimation Error C If the telescope s sight line isn t perpendicular to the horizontal axis the collimation error will appea
58. ed point Length Distance along the baseline from 1 point to the position at which a line extending from the required point intersects the baseline at right angles X direction Offset Distance from the required point to the position at which a line extending from the required point intersects the baseline at right angles Y direction Procedure of stake out Stake out line 1 Select 3 Stake out line after defining a 1 0cc Orientation baseline 2 Define baseline 3 Stake out line 2 Select 1 Point Stake out line 2 Line Stake out line 3 Input values of length and offset then press F4 Length OK the coordinate of the required point is calculated Offset and displayed 60 R2 PLUS STONEX 4 Press F3 REC to record the value as a known Stake out line point see 20 1 Input Known Point Coordinate by Keys Press F4 S O to stake out the required point see 7 Stake out Measurement Press key ESC to continue 14 3 Stake out Line Line Stake out line line tells how far horizontally the measured point is from the baseline and how far vertically the measured point is from the connected line Make sure to define a baseline before this operation Measured point ffline ength Offset horizontal direction Profile view Measured point Ist Pt Offline A positive value indicates the point is on the right of the baseline and a negative
59. edia For both memory the file management procedures are same Procedure of storage select soa 1 Select MEM in the status mode to enter into 2 Known data memory management 3 Code 4 Storage Media Select 5 USB 2 Select 4 Storage Media Select to enter storage media setting screen Storage Media Slect 3 Press Fl Internal MSD to set the internal card as F1 Internal MSD F2 External SD current storage media Or press F2 External SD to set the external SD card as current storage media Meas PC 0 0 If the internal card is current storage media W will ppm 0 display on screen right SD VA 302 5432gon HA 0 0000 Gu as So Meas PC 0 0 ppm 0 If the external SD card is current storage media q will display on screen right SD VA 302 5432gon HA 0 0000gon P3 d s Ch 39 NOTE 1 If the SD card is first using on the total station when select it as storage media Tnitialing will take about 30s 96 R2 PLUS STONEX 2 If there is no SD card in the card slot if you select F2 External SD lt NO SD CARD gt will display 3 At power on mode if you insert or pull out the SD card lt SD INSERT gt or lt SD is pulled out gt will display but these operations are not recommended 4 All the menu for internal memory or external SD card are same 22 2 Select a JOB The active JOB or coordinate search JOB could be selected The data known data measured data occupied data coordinates
60. elect Pi 3 Select 1 Road File Select to display road file list ROAD1 96 the cursor will stay on current Job file ROAD2 5 ROAD3 ROAD4 ROAD5 ROAD6 ROAD7 4 Press V or A arrow key to move cursor after reach to the pay Select 96 PA job you want to select press ENT key to confirm The ROAD2 55 program will back to road file management menu ROAD3 0 automatically ROAD5 o ROAD6 o ROAD7 10 86 R2 PLUS STONEX 20 7 2 Rename a Road File Procedures Road Calculation 1 Road file 1 Press F2 MENU on P2 of the basic measurement 2 Input the parameter mode on the page 3 select 1 Road Calculation enter 3 Road Setout road menu Road file 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize 2 Select 1 Road file to road file management menu 3 Select 2 Road File Rename current road file will Road File Rename display Road File Rename 4 Input new name press ENT key to confirm The program Stonex will back to road file management menu automatically NOTE The max length of road file name is 8 characters special symbols can not be accepted such as 87 R2 PLUS 20 7 3 Delete a Road File Road Calculation 1 Road file 2 Input the parameter 3 Road Setout Road file 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize Road File Select P1 ROAD1 96 ROAD2 55 ROAD3 oO Stonex 100 ROADS D ROAD6 0 ROA
61. ement gs cocaiesacbaasasuruudcanvsnderdeiaveatasvatuass sanbunieudedaiols 37 EE 39 8 1 Area Calculation by Measured Data 39 8 2 Area Calculation by Reading Existed Coordinates 0 0 0 eee eeeeeeeeeeeeeeeees 40 9 Offset Measurement cc cccccesessscsececececeesessececeeeceeseseseeeeeeesesesenseaeeas 42 9 1 Single distance Offset MieasurementuegetzetegErgetgEdEeEEEREdEeE ENEE 42 9 2 Angle Offset Measurement cocccscscscsssascsicesassavatass saves sastavessasnsoansaseaonssannapendes 44 9 3 Dual Distance Offset Measurement ccccessececsessececeesteeeceeseeeeeeesenaes 45 1O MEM EE 47 10 1 Measuring Distance between Two or More Points seeeeeeeeeeeeeereeeee 47 10 2 Change the Starting Pot is2 secsccieneeeisetipicasctn diate edide dota iedeaaes 48 TL 2 GE 49 Ei DROS CHOI osoena eet eege deene ec 50 12 1 Coordinate Resection EE 51 12 2 Elevation Resection iieii eriei neiii EEE E REEERE 52 12 3 Resection Calculation Process ssnssosensesssesseseesssseesssereesseseesssseesssseene 54 12 4 Precautions When Performing Resectton 55 13 Point e 56 13 1 Dene Base sssini Ea a 56 IR E TEE 58 TA Stake Out Lihen ana n aa aa E See 59 14 pete E 59 14 2 Stake Qut EE ee 59 14 3 Stake out Le Eenegkeet d e 61 15 gt E 63 15 1 Save C ordi at sisisi nepsa r a E a aie S 63 15 2 Ree E 64 16 NAG nenien aiar aar ia ae e Esidan 65 17 Polar Coordinates Calculanon 66 18 Repetition Angle Measurement seseeeeeeseer
62. ement menu MLM Enter missing line measurement menu S O Enter stake out measurement menu TILT Display electronic level REM Enter remote elevation measurement menu HARL Horizontal angle display switching between HR and HL ZA Vertical angle display switching grade and zenith OUT Output the current measurement data via RS 232C port AREA Enter area measurement menu ROAD Enter road measurement menu IHT Enter instrument height setting menu LSO Enter line stake out measurement menu PROJ Enter point projection measurement menu KEY FUNCTION SAVE 1 User Define 1 2 User Define 2 1 Press key 1 to save the current key setting in User Define 1 2 Press key 2 to save the current key setting in User Define 2 Key Save 22 R2 PLUS sTONEX Key Resume KEY FUNCTION RESUME 1 User Define 1 1 Press key 1 to resume the User Define 1 as the 2 User Define 2 current Key setting 3 Default Define 2 Press key 2 to resume the User Define 2 as the current Key setting 3 Press key 3 to resume the Default Define as the current Key setting 3 7 7 EDM Setting Meas PC 0 0 1 Press F1 MEAS in the status mode or select to ppm O0 P enter into measure mode m SD a VA II HA P1 EM crete Ci Aa Press key Func to turn to page P3 2 Press F1 EDM to enter into EDM setting 3 Change the settings if necessary Press keys IJ EDM Mode Fine r to select the first three items and press keys
63. end point inputting menu Input the end point coordinate directly or press F1 READ to recall from memory Press F3 LINE to back to the LENGTH menu Press F4 ENT to confirm you will see the line element in the list menu Here EndPile means the end station of this element 1 Make sure the instrument is in horizontal elements editing menu press F3 to display curve element inputting menu Input the curve parameters including length Dist radius Rad azimuth Azimuth and turn Turn 2 Press F4 ENT key to confirm back to the horizontal elements menu Here EndPile means the end station of this element 1 Normally the azimuth will calculate and display following previous element 2 When you set the turn move the cursor to Turn item press lt or gt key to shift between Left and Right 75 R2 PLUS 20 2 3 Input Spiral Element Spiral Input Dist 100 000m Rad 100 000m Azimuth 57 17 44 Turn RIGHT Direction IN Type EndPile Line 100 000 Circle 200 000 GS STONEX 1 Make sure the instrument is in horizontal elements editing menu press F4 to display spiral element inputting menu Input the curve parameters including length Dist radius Rad azimuth Azimuth turn Turn and direction Direction 2 Press F4 ENT key to confirm back to the horizontal elements menu Here EndPile means the end station of this element Spiral 300 000 LINE CURV NOTE 1 Normally the azim
64. er 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal EDM Inst Config 1 Backlight 2 Laser 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal Inst Config 1 Backlight 2 Laser 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal EDM Inst Config 1 Backlight 2 Laser 3 LCD contrast 4 Reticle lev 5 Key Beep 6 EDM signal EDM GS STONEX 3 6 How to Configure Press key x on panel directly to enter into in any status and do some basic settings 1 Backlight Press numeric key 1 then press left key or right key to turn on or not 2 Laser pointer on off Press numeric key 2 then press left key or right key to turn on off telescope laser pointer 3 LCD contrast Press numeric key 3 then press left key or right key to adjust it 4 Reticle level Press numeric key 4 then press left key or right key to adjust it If the value is zero the illumination is turned off 5 Key beep Press numeric key 5 then press left key or right key to turn on key beep or not if you select NO you will not hear the beep voice when press the key 6 EDM returned Signal Aim at a target then press numeric key 6 and the instrument will beep the EDM returned signal value will display simultaneously 7 EDM setting menu Press function key F1 to open the EDM setting menu R2 PLUS STONEX 3 7 How to Set Parameters Press key
65. esection program and get the station coordinate Press F3 REC to record the station coordinate into memory Date 08 08 2006 Time 10 00 00 2 At the page 2 of station setting screen press F1 Weather Cloudy Wind Light Temp As 4 Press F1 OK to set the station coordinate Pressure OPPM to set ppm value as 0 directly 5 Set the backsight information and back to Rec ppm CL SES LEE oy menu 90 R2 PLUS GS STONEX NOTE If the inputted Pt is the same as an existed one the instrument will display as shown left Press F3 NO to re input Press F4 YES to overwrite Press Fl ADD to save and the original one will not be deleted Kb A EA 7 3 20 3 Psi Pt J2 Inst H 0 000m Code ROAD NO 0 000 EO 0 000 ZO 0 000 Overwrite A The max length of Pt is 14 characters The instrument height range 9999 999 9999 999 The max length of code and user is 16 characters Date and time are not allowed to change here Weather options Fine Cloudy Flurry Rain Snow Wind options Calm Gentle Light Strong Gust The temperature range 30 60 C The pressure range 500 1400 hat mbar 375 1050 mmHg 14 8 41 3 inch Hei The ppm range 499 499 ppm 21 2 Collect Angle Data Meas PC 0 0 ppm 0 D E SD w VA 302 5432gon oa HA O hg a EDM Cee dou Wet REC JOB MY 1 JOB select 2 0cc data 3 Angle data 4 Collect Points 5 Note 6 View REC Angle
66. esrrsseseresressrseresressereresressessr 67 19 Arc Staking Out Measurement eseesseeeeeesesreserssrrrsesressrsrresressrseresressessres 69 R2 PLUS STONEX 19 1 Two Point Arc Staking Eesen Seet Eege 70 19 2 Three Point Arc Staking Out eesesesseseeesesressresresresresrrseresressereresressessr 71 20 Road Staking Out Measurement 220 cote seccccessepeececaucesseetsencaniarsceaaueneecentbias 713 20 1 Trek VEER rA OE EN 74 20 2 Input Road Horizontal Elements 0 0 0 eee eeeeeseceeeeeeeeeeseecnaeeneeenseeeenees 74 20 22 Input Line leese eege 74 20 2 2 Tnp t Circle Element gu cadesaadoeaacasuueleaytuarsuadeoadcasurace eeneeteevannedcmrcedness 75 20 2 3 Input Spital E EE 76 20 2 4 Road Horizontal Element Editing sseeeeeeeeseeseeseereereesersrrereesrrsreeeresee 76 20 3 Input Road Vertical Elements eeeeeeeeeeeeeseseeseeseesersrsrreeseesrreresseeseeseresee 78 20 3 1 Input Vertical Road Element ssssseeseeseeseseeeseeseesersrerreesersrrrreesersreseresee 78 20 3 2 Edit Vertical Road Element sesseseessssesessssecssssssrsssssesnssessrsrsssssssssessess 79 20 4 Road Calculation csssissiosscisinssessireiiisesisiiissnssissisi aisesina sindon essin 81 20 4 2 Additional Station Setting ssccccc esescessoesdscosscseeetenqetededesacesanntenseesccussens 82 204 3 Road leegen breeder ugegeeg 83 20 5 Road Staking Out Data Views 84 20 6 Road Stake OUt seiceanna aiiai deed 85 20 7 Road File Management ieeeeeieegeeeegeegeegee
67. ey Function KEY FUNCTION 1 Key Set 2 Key Save 3 Key Resume KEY SET DIST ONE Sale CORDIMENUJHOLD SV deg ela OK 1 Press key Cnfg to enter into config mode 2 Select 6 Date amp Time 3 Input date and time The date format month date year 4 Press key ENT to save settings and back to the previous mode 1 Press key Cnfg to enter into config mode 2 Select 7 Key Func 3 Press key 1 to enter Key Set menu 4 Press key 2 to enter Key Save menu 5 Press key 3 to enter Key Resume menu Key Set the soft key s function at basic measurement mode can be changed 1 Move the cursor to the key change the key s function according to your need by pressing keys HI to select 2 Press Key OK to confirm the key defined 21 R2 PLUS STONEX Following items can be defined Items Descriptions DIST Start distance measure SHV1 Display switching between SD HAVA HD HA VA and VD HA VA SHV2 Display switching between SD HD VD and SD HA VA OSET Set horizontal angle to 0 CORD Enter coordinate measurement menu MENU Enter program menu HOLD Hold the horizontal angle HSET Set horizontal angle EDM Enter distance setting menu OCC Setting the station point OFST Enter offset measurement menu REC Enter points collection menu RES Enter resection program menu REMS Enter angle repeat measur
68. g 104 R2 PLUS GS STONEX 23 3 Delete known point coordinate Procedure of known points deletion Memory 1 JOB 3 Code 4 Storage Media Select 5 USB JOB selection Pi DAFENG 10 JOBFF 3000 WOMENSHI 1256 FATELU 100 KEMEN 560 510 JOB7 0 Known data JOB JOB6 1 Key input 2 Com input 4 View 5 Clear 6 Com setting Pt Pt Pt Pt Pt Pt 1 Pt Si K Su Site N E Z P t Si NEXTIPREV 1 Press F3 MEM in the status mode to enter into memory management 2 Select 2 Known data job list will display Select one Job you want to operate press ENT key to confirm known data menu will display you can see the active JOB on the second line 3 Select 3 Delete and all known points in current JOB will display 4 Select a point you want to delete the point coordinate will display 5 Press Fl NEXT to display the next point data Press F2 PREV to display the previous point data Press F4 DEL to delete it and continue to delete other points Press key ESC back to known data management mode 105 R2 PLUS GS STONEX 23 4 View known points data Procedure of known points view Memory 1 JOB 3 Code 4 Storage Media Select 5 USB JOB selection DAFENG JOBFF WOMENSHI FATELU KEMEN JOB7 Known data JOB JOB6 1 Key input 2 Com input 3 Delete 5 Clear 6 Com setting Pt Pt Pt Pt Pt Pt Si Pt Si W MS Stel N E Z
69. he page 3 select 1 Road Calculation enter road menu 2 Select 3 Road Setout to road setout menu 3 Select 3 Road data view to view the staking station data the station list will display Here STAKE Center station serial number RSTAKE Right station serial number LSTAKE Left station serial number Press Fl t P key to change the function of A and W keys if it is light press A or to move cursor between adjacent points If it is backlight display press A or V key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first station Press F3 LAST key to move cursor to last station Press F4 SRCH key to enter the serial number PT to look for the station 4 Press F4 ENT to display the coordinate of selected station PT Station serial number Code Station mileage C means center station R means right station L means left station Press F1 NEXT key to display next station Press F2 PREV key to display previous station 84 R2 PLUS 20 6 Road Stake Out Road Calculation 1 Road file 2 Input the parameter 3 Road Setout Road Setout 2 Road Setout 3 Road data view Road RoadCoordSO Pt 1 Code 0 000C NP 0 000 0 000 600 000 SE Road RoadCoordSO Pt 1 Code 0 000C 0 000 0 000 600 000 READ PREVINEXTIENT GS STONEX 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter road
70. iegegEeeedeg e eegre 86 20 7 1 S le t a Road RT 86 ER RE 87 20 725 Delete a Road File geess dees Ee 88 207 4 Delete RE 89 Li E E DE 90 21 1 Record Octupied Data Sege 90 21 2 Collect Angle KE 91 21 3 Distance amp Coordinate Data eessen Eege gegegeg 92 214 R cord e 93 21 5 View Data cc aatesces se eccia ceteris E EA E 94 21 6 Select JOD E 95 Ge EE 96 22 1 Storage Media EOC as aeseanacancccaacenseceuezedcancecisedsannseeastonrtnasecsteancenteeeenseus 96 222 Select a JOB cernir a A EE ed ieed ed 97 22 3 Rename a JOB E 98 224 Delete a JOB Eege 99 GEIER 100 22 0 File Ee 101 22 1 Connect PC via USB EE eene kteger ie eege istai 102 R2 PLUS STONEX 23 Known Data Management sc cicccccedetcicessdeiscediedicacctedecavsdedsstnsddenecegeudiauenses 103 23 1 Input Known Point Coordinate by Keys 103 23 2 Input Known Point Coordinate via Rb 231 104 23 3 Delete known point coordinate eteegdeeeesigdeereeegdehteeguEde e edeeEEeEudee 105 23 4 View known points data scicsscsescadsassacesasdsvecsasnssesesassecesbantseesseanssncsannesen s 106 23 5 Clear all known points Eege eet eege seeesseessesseesseeesseee 107 24 CGS TVA aT ARUN E 108 hel Edit Code E 108 24 2 Clear all EE 108 25 Warning and Error Messages sesseeseseeseesreeriereesrrsserrresresrreeresresseesess 110 26 Check and Adjustment sesseseeeseesessteeseereesttsrisressersesreeseesrrseresresseeses 111 26 1 Whe strument Constantis i EE 111 26 2 Tubular Level nrsncisisis
71. int accurately and press MEAS to perform the measurement again No Free Space There is no more space to enter data Record the data again after deleting unnecessary data from the JOB or coordinate data from memory No data When searching for coordinate data or searching for code data the search stopped either because the item in question does not exist or the data volume is large 110 R2 PLUS STONEX 26 Check and Adjustment 26 1 The Instrument Constant I Check It is suggested to observe and compare the instrument with a testing baseline which is set on stable ground with a particular accuracy though error is not generally included in the instrument constant If the testing line is unavailable you can select a flat place and set up the instrument and a target in the same height 1 Select a point B on the approximately horizontal line AC with about 100 meters long Measure the distances of lines AB AC and BC 2 The instrument constant can be calculated instrument constant AB BC AC 3 Repeat steps 1 and 2 ten times and get the average value for instrument const if the average value is within 3mm adjustment is unnecessary 4 If the difference is over 3mm after the preceding operations it is necessary to reset the instrument constant Il Adjustment If the instrument const is necessary to reset please contact STONEX service representative to perform that 111 R2 PLUS STONEX
72. ity STONEX should not be held liable for the lost data because of wrong operation 1 2 Definition of Indication For the safe of your product and prevention of injury to operators and other persons as well as prevention of property damage items which should be observed are indicated by an exclamation point within a triangle used with WARNING and CAUTION statements in this manual The definitions of the indication are listed below Be sure you understand them before reading the manual s main text Ignoring this indication and making an operation error could possibly result in death or serious injury to the operator Ignoring this indication and making an operation error could possibly result in personal injury or property damage N WARNING e Do not perform disassembly or rebuilding Fire electric shock or burns could result Only STONEX authorized distributors can disassemble or rebuilt e Do not collimate the sun directly The eye injury or blind could result e Do not cover the charger Fire could be result e Do not use defection power cable socket or plug Fire electronic shock could result e Do not use wet battery or charger Fire electronic shock could result e Do not close the instrument to burning gas or liquid and do not use the instrument in coal mine Blast could be result e Do not put the battery in the fire or high temperature condition Explosion damage could result e Do not use the battery whi
73. k this error after the adjustment of telescope reticle error Check 1 Install the instrument at the tripod or a stable device and level it accurately then power on the instrument 2 Set a reflective sheet about 5m 20m far away from the instrument 3 Aim at the sheet cross mark with telescope reticle Laser spot Reflective sheet 4 Enter EDM signal testing screen see 4 7 Setting Mode 5 Observe the laser spot if the laser spot coincides with the cross mark of reflective sheet adjustment is unnecessary NOTE 1 Laser radiation A void direct eye exposure 2 If the instrument needs adjustment please contact your local dealer 27 Technical Data Telescope Length 156mm Image Erect Objective aperture 45mm Magnification 30x Field of view 1 30 Mini focus distance 1 0m Reticle illumination 10 brightness levels 119 R2 PLUS Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement Laser wave length Laser class Reflectorless Reflective sheet Prism GS STONEX Absolute encoder for R2 PLUS series 79mm degree gon selectable 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon 1mgon 2mgon selectable Both circles adopt diametrical detection R2 2 PLUS 2 R2 5 PLUS 5 650 690nm Class 3R IEC 60825 1 Class 3R IEC 60825 1 Class 1 IEC 60825 1 Measurement range Overcast
74. le Remeasure 0 4 Collimate the target A and press the F1 OSET key Ht 0 00 00 Hm 5 Press the F3 Yes key Ea EN E eD Angle Remeasure 1 6 Collimate the target B using the horizontal clamp and tangent screw Ht 45 10 00 Hm 45 10 00 Press the F4 HOLD key Ei TS GG Ee 7 Recollimate the target A using the horizontal clamp Angle Remeasure 1 and tangent screw and press the F3 FREE key Ht 45 10 00 Hm 45 10 00 DEA WES GRE EOD 8 Recollimate the target B using the horizontal clamp and tangent screw press the F4 HOLD key Ht 90 20 00 9 Repeat 7 to 8 to measure the desired number of Hm 45 10 00 Angle Remeasure 2 repetition Ei MEGS GEE BOE 67 R2 PLUS STONEX Angle Remeasure 4 10 Press F2 Meas or ESC key to return to the normal mode Ht 180 40 00 Hm 45 10 00 CS WS GE Ee Angle Remeasure 11 Press the F3 YES key Exit gt OK om VS RI NOTE Horizontal angle can be accumulated up to 3600 00 00 minimum reading horizontal angle right In case of 5 second reading horizontal angle can be accumulated up to 3599 59 55 Error will be displayed when the results differ from first measurement by more than 30 68 R2 PLUS STONEX 19 Arc Staking Out Measurement Stake out a designed arc by arc staking out measurement see below figure after define the
75. lescope near the nadir uN BE Press key ESC back to stake out mode 38 R2 PLUS sTONEX 8 Area Calculate an area shaped with several points The coordinate data of the points could be either measured or input by hand Input Output Coordinates P1 N1 EI Area S P2 N2 E2 P3 N3 E3 N P3 P2 P4 P1 P5 E 0 NOTE The number of points 3 30 Make sure these points must be measured or listed clockwise or anticlockwise or mistake will result 8 1 Area Calculation by Measured Data Procedure of area calculation A i a EE 1 Select F2 MENU 3 Area 2 Area 2 Aim at the first point and then press F4 MEAS 39 R2 PLUS STONEX 3 Press F4 MEAS to re measure distance or press 10 000 e D 5 000 F1 OK the measured data is set as Pt 01 53 493 152 6296gon f 62 1314gon MEAS 01 Pt_01 4 Repeat steps 2 and 3 till all points are measured one 02 Pt_02 by one Make sure measure them clockwise or GE anticlockwise Press F2 CALC and the calculated o5 area will display 06 a 07 TTo A Calculati Se S Ce age 5 Press F4 OK back to menu mode Area m2 ha 8 2 Area Calculation by Reading Existed Coordinates Procedure of area calculation M dree EE 1 Select F2 MENU 3 Area 2 Area 2 Stakeout 4 Offset 5 MLM 6 REM 7 Resection 2 Press Fl READ to display existed coordinates data list 40 R2 PLUS STONEX Occ O01
76. ly power but not the instantaneous power change And if the measurement mode changes the symbol will not show the power s decrease or increase immediately It is suggested to check every battery power before field work R2 PLUS STONEX 2 1 2 Replace the Battery 1 Remove the battery Press the button downward as shown left Remove the battery by pulling it toward you 2 Mount the battery OU Insert the battery to the instrument Press the top of the battery until you hear a Click As above figures show connect the charger and the battery then plug the charger into the outlet of 110V 220V AC power supply recharging will begin NOTE Fora new or long time no use battery in order to fully extend its capacity it is absolutely necessary to carry out 3 to 5 complete charging discharging cycles and the charging time must be 10 hours at least each time The indicator light on the charger will illuminate three separate colors for varies mode conditions Solid Red Light indicates that the charger is working Solid Green Light indicates that the charge has finished Flashing Red Light indicates no battery on charging poor connection or some problems exist It is recommended to continue charging for 1 or 2 hours after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and reconnecte
77. ment or representation made in any STONEX sales document or advice that may be provided to Customer by any STONEX representative in connection with Customer s purchase of the Product No change to the conditions of this Limited Warranty is valid unless it is made in written form and signed by an authorized STONEX supervisor STONEX Europe warrants that its Products 1 are free from defects in materials or workmanship for generally 2 year except for accessories or specific parts for which different limited warranty period shall apply 2 have been tested calibrated in proper working status prior to shipment The warranty period starts from date of first sale of the instruments At its sole discretion under the warranty period STONEX Europe will repair the product or send parts for replacement at its expense STONEX Europe agree to repair or replace the defected instrument within thirty 30 days only if STONEX Europe recognizes that the defects of the instrument are not caused by human factors or no obvious damage to its surface is visible STONEX Europe warrants any new replaced parts or products are warranted to be free from defects in 106 R2 PLUS STONEX materials and workmanship for thirty 30 days or for the remainder of the Limited Warranty Period of the Product in which they are installed whichever is longer Faulty Parts or Products replaced under this Limited Warranty shall become property of STONEX
78. mode 2 Sight the 2 target The displayed value is the M PC 0 0 f SS included angle between two points ppm 0 D E SD a VA 85 55 50 II Ist target 2nd target HA 156 13 14 Pi CH 25 R2 PLUS sTONEX 4 2 Set the Horizontal Angle to a Required Value Meas PC On 1 Take your instrument sight the 1 target ppm 0 Press F4 HSET at P2 in the measure mode SD VA 302 5432gon HA 0 0000gon P2 required value in Azimuth filed then press ENT to CORD HOLDJH SET Set H Angle angle 1 Azimuth The range and format of the input value ZER gon 0 399 9999 degree 0 359 5959 mil 0 6399 990 3 Sight the a target The horizontal angle from the 2 Select the first item 1 Azimuth and input the save the value And it displays as the horizontal Set H Angle Se target to the value set as the horizontal angle is displayed Azimuth SEEREERE ES Tgt H 0 000m PT NOTE Pressing HOLD performs the same Observe point function as above The horizontal angle is in hold status when HOLD is flashing press HOLD again to releasse the hold status PC 0 ppm 0 SD VA 302 5432gon II HA_399 9998gon P1 A DEIER 26 R2 PLUS sTONEX 5 Distance Measurement Please set the following items before distance measurement e Measurement condition See 3 8 1 Measure Condition Setting e EDM See 3 8 6 EDM setting Procedure of distance measurement me Se d 1 Aim at the
79. nal freight paid by the Company All warranty books instruction manuals parts and accessories must be included as well as the original box in which the item was shipped We recommend to place the original carton inside another box to avoid any additional damage to the carton itself In some cases returns of special items will require a re stock fee Acceptance of returned merchandise is final only after inspection by STONEX Europe Above terms and policy shall apply as for hardware Dealers needs to follow STONEX Europe repair service procedure see appendix 4 to achieve a better and prompt service result Firmware Software warranty Stonex Europe doesn t warrant that operation of Firmware Software on any instruments will be uninterrupted or error free or that functions contained in Firmware Software will operate to meet your requirements Stonex will forward the Software Firmware Fix to the dealer or customer Firmware software Fix means an error correction or other update created to fix a previous firmware version that substantially doesn t conform to the instruments specification Over Warranty repair s policy Customer shall pay the standard repair fees for any service whether part replacement or repairs and performed by STONEX Europe under request and explicit authorization of the customer itself In this case the customer is charged for return shipment s fees as well Disclaimer and Limitation of Remedy
80. ng screws with the adjusting pin to shift the center mark to the cross mark correct only one half of the displacement in this manner 5 Repeat the operation in 3 and 4 until coincide the center mark of the plummet and cross mark on the ground Adjusting Eyepiece Ge Jd e SS d ben R2 PLUS STONEX NOTE When adjust the screws of plummet reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or loosening should be same 26 6 Laser Plummet I Check 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and check the laser spot and cross mark if they are coincide adjustment is not required Otherwise adjust it II Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the protecting cover of the laser plummet adjust the four adjusting screws with th
81. nicirnisesarriiss tiine isinic siiis iiiaae 112 26 3 MOLE E EE 112 20 4 eg TR d EE 113 26 5 Optical Plummet Optional scecevtesiecssheeneteeeeeesintocedien eee 113 266 Laser ee 114 26 7 Vertical Cross hair on Telescope cessceceescecesececeeceecseeeecsteeeenteeesnaeees 114 26 8 Horizontal Collimation Error Cs cc esttestecsdaataeideldenssetdearweatuclacwencdedydeulaenne 115 26 9 Tilt REENEN 116 26 10 Vertical Index EE enssesisinsesireriressisiesisiansisiisniiii iisi aisia 117 26 11 EDM Optical Axis and the Telescope Sighting Axis Error 119 21 Techical KEE 119 28 EENEG 124 Appendix I Atmospheric correction formula and chart Just for reference 103 Appendix II Correction for refraction and earth curvature c ceee 105 Appendix III Connect the R2 PLUS series with PDA eee eeteee 106 Appendix IV Connect the R2 PLUS series and PDA with Bluetooth 103 R2 PLUS STONEX 1 Precautions for Safety 1 1 Note Don t collimate the sun directly Avoid to insolate the instrument and don t collimate the sun directly for protecting eyes and instrument Avoiding the librations on the instrument When transporting keep the instrument in the case and try your best to lighten librations d Carry the instrument When carrying the instrument handle must be hold tight Check the battery power Before using it you should check the power whether it is enough Battery Maintainence If the instrument is
82. nt STATION Ht Lengh StartPile 0 000 200 000 380 000 480 000 200 000 625 000 m Height 600 000 625 000 570 000 685 000 FIST LAST ADD 1 Move A or W key the cursor will move to different element 2 Press ENT key to edit the selected element 3 Press F4 ENT key to confirm other elements following the edited one will upgrade automatically 4 After all the horizontal elements are confirmed press ESC key back to previous menu For the example after edit the second element the vertical road curve figure is shown below P4 P2 S pim m PB Station 0 200 380 480 Height 600 625 570 685 Length 200 180 100 50 80 R2 PLUS sTONEX 20 4 Road Calculation 20 4 1 Input the road width element Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation RoadCal Calc STATION 0 000 SPAC 0 000 m Wea 8 Gt FISTILAST ADD Wide Input STATION 0 000m Lwide 3 000m Rwide 4 000m ENT SPile LW 0 000 3 000 100 000 5 000 300 000 6 000 FISTILAST ADD RoadCal Calc STATION 0 000 SPAC 0 000 m Wee Du 1 Make sure the instrument is in Road Define menu select 3 Road Calculation 2 Press F1 WIDE to road width setting menu Press F1 FIST key the cursor will move to the first element Press F2 LAST key the cursor will move to the last element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical
83. nt and to the instrument station is almost 90 When the offset point is positioned in front of or behind the target point installs the offset point on a line linking the instrument station with the target point Procedure of single distance offset measurement Menu 1 Set the offset point close to the target point and ale o measure the distance between them then set up a 3 Area prism on the offset point 5 MLM 2 Aim at the offset point and press F1 MEAS to 6 REM_ measure the distance at P1 in measure mode 7 Resection 42 R2 PLUS Offset 2 Offset Dist 3 Offset Angle 4 Offset 2Dist Offset 1 O0cc Orientation 2 O0ffset Dist 3 Offset Angle 4 Offset 2Dist Offset Dist SD 10 186m _ VA 90 0000gon E HA 64 5154gon II MEAS KIJ Offset Dist Dist Direc 10 000m l Offset Dist SD 13 511m VA 346 9636gon HA 249 0298gon GS STONEX 3 Select MENU 4 Offset or press F3 OFST at P3 of basic measurement menu 4 Select 1 Occ orientation to input the instrument occupied data see 6 1 Input the occupied point data 5 Select 2 Offset Dist 6 User could press Fl MEAS to re measure the offset point or press F4 OK to the next step 7 Input distance and direction of offset point Dist horizontal distance from the target point to the offset point Direc direction of the offset point lt on the left of the target point
84. of the occupied point is calculated by measuring known points Coordinate resection measurement overwrite the N E Z data of the instrument occupied point while elevation resection measurement overwrite Z data only Perform resection measurement see 12 1 Coordinate Resection and 12 2 Elevation Resection Inputted known coordinate data and calculated data could be recorded in the current JOB 50 R2 PLUS STONEX 12 1 Coordinate Resection Between 2 and 5 known points can be measured by distance measurement and angle measurement Procedure of coordinate resection Menu 1 Select MENU at P2 of basic measurement mode Ee Giele and then select 7 Resection or select RES at P3 3 Area directly 4 Offset 5 MLM 6 REM 7 Resection Resection 2 Select 1 NEZ and input known point data After 2 Elevation i inputting the data of the first known point press F3 NEXT to input the second point data No 1Pt 3 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data Resection No 1PT 4 Sight the first known point and press F1 DIST to begin measurement If known points number is more than two F2 ANG will display you can confirm the known point by angle measurement Resection No 1Pt SD 10 188m 5 Press F4 YES to use the measured data of the VA 189 9284gon a first known point HA 47 2432gon i
85. oint in the saved coordinates list as the occupied point and the previous occupied point becomes the back point Traverse 1 Save coord 2 Read coord Read coord HA 0 0002gon 1 Move the instrument to the measured forsight point 2 Select 2 Read coord 3 First aim the previous occupied point then press F4 YES to set the previous foresight point coordinate as the occupied point coordinate or press F3 NO to give up 64 R2 PLUS STONEX 16 Inverse The distance and azimuth from a start point to an end point could be calculated according to input their coordinates Input Output Coordinate of start point NO E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az Procedure of Inversing 1 Press F2 MENU on P2 of the basic measurement Menu P2 1 Point projection mode 2 Line stakeout 3 Traverse 5 Polarize 6 Repeat Measure 7 Arc staking out 2 Turn to P2 select 4 Inverse 3 Input coordinates of the start point and press F3 Coord Inverse Start point N REC to record the data in the list if necessary You 1000 000 could press F1 READ to read the existed data Press 1000 000 i 39 383 F4 OK to set 4 ok Coord Inverse End point step N 1000 000 1000 000 10 000 4 Input coordinates of the end point See the previous 4 re Coord Inverse 5 The inversed value will display Press F3 NEXT to continue press F4 OK back to menu mod
86. on the right of the target point in front of the target point t at back of the target point 8 Press F4 OK to calculate and display the distance and angle of the target point 9 Press F1 REC to save Press F2 NEZ to display NEZ coordinate Press F3 NO back to step 6 Press F4 YES back to offset mode 43 R2 PLUS STONEX 9 2 Angle Offset Measurement Sighting the direction of the target point to find it from the included angle Set offset points for the target point on the right or left sides of and as close as possible to the target point and measure the distance to the offset points and the horizontal angle of the target point Target point Offset p E oint Offset point Target Ka pared n gt Commer Instrument station Procedure of angle offset measurement Menu 1 Coordinate 2 Stake out 3 Area 5 MLM 6 REM 7 Resection Offset 1 0cc Orientation 2 Offset Dist 3 0ffset Angle 4 Offset 2Dist Offset Angle SD 10 186m VA 90 0000gon E HA 64 5154gon II Aim at target 1 Set the offset points close to the target point making sure the distance from the instrument station to the target point and distance to the offset point are same the height of the offset points and the target point are the same then use the offset points as the target 2 Aim at the offset point and press F1 MEAS to measure the distance at P1 in measure mode 3 Select MENU at P2 in mea
87. ontinue to input 100 000 other points Press key ESC back to the known data OK mode 103 R2 PLUS STONEX JOBG6 Free 45911 5 Once the Pt is the same as an existed one it will Ex Si display as shown left N 10 500 Press F3 NO to re input E 11 544 Press F4 YES to overwrite Z 100 000 Overwrite Press F1 ADD to save and the original one will not be deleted A 23 2 Input Known Point Coordinate via RS 232C Procedure of Inputting known points coordinate Memory 1 Connect instrument and PC via RS 232C 1 JOB communication cable Press F3 MEM in the status 2 Known data 3 Code mode to enter into memory management 4 Storage Media Select 5 USB 2 Select 2 Known data job list will display JOB selection P1 Select one Job you want to operate press ENT key DAFENG 10 to confirm known data menu will display you can JOBFF 3000 WOMENSHI 1256 see the active JOB on the second line FATELU 100 KEMEN 560 0 JOB7 0 Known data 3 Select 2 Com input JOB JOB6 1 Key input 3 Delete 4 View 5 Clear 6 Com setting 4 Run StonexExchange software PC see the help file of StonexExchange to upload known data to current Conk impur JOB the chapter is 2 1 2 Upload Known data from PC to R2 PLUS internal memory When data transferring the number following Receiving 0 Receiving will upgrade continually at last it will back to known data mode after finishin
88. pes e Cleaning cloth lpcs e Screwdriver 1 pcs e Wrench 1 pcs e Silica gel 1 pcs e Instruction manual 1 pcs e CD ROM 1 pcs e USB Communication cable 1 pcs e Reflective sheet RP30 4 pes e Reflective sheet RP60 1 pcs e Laser caution sign board 1 pcs 124 R2 PLUS STONEX Appendix I Atmospheric correction formula and chart Just for reference Factory setting temperature 201 pressure 1013hPa Oppm The correction Kpt 278 960 0 2902 p 1 0 0036 t Where p Pressure value hPa t Temperature value C Kpt Atmospheric correction ppm Example t 20 C p 1013hpa LO 1000m Then Kpt 4ppm L L0 1 Kpt 1000x 1 4x10 6 1000 004m The atmospheric value is obtained easily with the atmospheric correction chart Find the measured temperature in horizontal axis and pressure in vertical axis on the chart Read the value from the diagonal line which is the required atmospheric correction value 103 G STONEX R2 PLUS w UouEAelz 1 000 2 500 S z f z C L7 SE sa Hee aa S Eal El za LZ CH lt I La A A ma z mn a Ee SE Ke CG E p CG C La Ee H ry D ERRGARRSG RRE La Es y d E z 2 ELLE Cf z1 i A GH AAH GER SES d g E E lt q aE S ramram an Se LA S m S CZ LA TI E I L A ES _4 q
89. press F4 RES at P3 directly 2 Select 2 Elevation and input the known point 52 R2 PLUS No 1Pt Z Pt Tgt H READIR E CINEXT MEAS Resection No 1PT Resection No 1Pt SD 10 188m VA 189 9284gon E HA 47 2432gon Tgt H m CALC KO WES Occ Coord GS STONEX 3 After setting the elevation for the first known point press F3 NEXT to set the second point data 4 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data 5 Sight the first known point and press F1 DIST to begin measurement The measured data are displayed 6 Press F4 YES to use the measured data of the first known point data Press F3 NO to re measure the point You can also input target height here After finishing two measurements CALC will be displayed 6 Press F1 CALC to calculate Instrument occupied elevation and standard deviation are displayed 7 Press F1 NEXT to add other known points Press F3 REC to record the calculated result Press F4 OK to finish elevation resection Only Z elevation of the instrument occupied coordinate is set N and E values would not be overwritten 53 R2 PLUS STONEX 12 3 Resection Calculation Process The N E coordinates are found by angle and distance measurement equations and the instrument occupied coordinates are found using the least squares method The Z coordinate is found b
90. r The assembling transportation and operation will cause this error I Check 1 Set up the instrument on tripod or adjustment platform and leveling accurately 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Calculating the horizontal collimation error C according to C HL Hr 180 2 if C lt 8 no adjustment will be necessary If C gt 8 proceed with the following adjustment Il Adjustment 1 Power on the instrument after leveling up and rotate telescope to initial 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Rotate the instrument in face right position turning horizontal tangent screw until Hr Hr C 4 Loosen the shield of telescope s reticle Adjusting two screws at left and at right until the vertical hairs of telescope s reticle coincides with the cross hairs of collimator or target 5 Repeat the check and adjustment procedure until the error is accepted 115 R2 PLUS STONEX Adjusting screw Eyepiece Adjusting screw NOTE 1 When adjusting the screws of reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or
91. rdinate and height to a point where a target cannot be directly installed such as power lines overhead cables or bridges etc Target point B Here is the equation used to calculate the data presented in above figure Ht H1 Scosaltga2 Ssinal Procedure of REM Menu 1 Set a target directly under or directly over the object oo hs and measure the target height with a tape measure etc 3 Area 2 Press F2 MENU on P2 of the basic measurement ae mode then select 6 REM on P1 to enter into REM status 7 Resection REM 3 Reference point measurement Need prism obs Aim at the prism accurately and press F4 MEAS to De x measure distance Press F4 STOP and the measured data are displayed Press F4 MEAS to re measure 1 518ft 4 Aim at the target accurately and press F2 REM SE The height from ground to the target is displayed in 15 790ft Ht Press F4 MEAS to repeat and press key ESC back to menu mode 49 R2 PLUS sTONEX 12 Resection Resection program is used to determine the coordinates of an instrument station unknown by measuring several known points Coordinate data in memory could be read Input Coordinates of known points Xi Yi Zi Measured HA Hi Measured VA Vi Measured distance Di Output Coordinate of occupied data Xo Yo Zo Known point P1 Known point P2 Occupied point PO Known point P4 Known point P3 NOTE AIl N E Z value or only Z value
92. reless Wireless Manager Power Connections 103 STONEX 5 Search other device via Bluetooth Select device to start pairing Address 2Q000126 001B3505E8CO SCIMMI_BLUETOO A731C5AD1E00 Blue 0000D0AA6612 WM_Administrat1 0011F6400B4C A20 5301208 Qora Nokia LD 3W 00276041276 BTM0102C2P 01B3504D27B er SW Device fences il SE Bluetooth e 1 06 Gk Select device to start pairing 6 You will see the serial number of the 20000126 001B3505E8T0 Then connect your device and R2 2 SCIMMI_BLUETOO A731C5AD1E00 Blue 0000D0AA6612 PLUS 500 through Bluetooth WM_Administratl 0011F640084C There is no pairing code for R2 PLUS A20 5301208 008025A0094F Nokia LD 3W 000276C41276 series BTM0102C2P 001B3504D27B pied bee Sora Pode Run SurvCe of Carlson and follow the procedure of previous paragraph Now you can select Bluetooth like connection instead of RS232 by cable Do the connection 104 R2 PLUS STONEX NOTE These designs figures and specifications are subject to change without notice We shall not be held liable for damages resulting from errors in this instruction manual 105 R2 PLUS STONEX STANDARD LIMITED WARRANTY Version 2012 General Warranty for Instruments The terms and conditions of this Limited Warranty constitute the complete and exclusive warranty agreement between The Customer or Dealer and STONEX for the Product and it supersedes any prior agree
93. ress key ENT JOBO1 2 TE o 5 Press F3 NO to give up or press F4 YES to JOB C delete the JOB Confirm to delete 99 R2 PLUS STONEX 22 5 Output JOB Data Measured data occupied data known point data note and coordinates data existed in all JOBs could be outputted to PC via serial port NOTE The software STONEX exchange is available in your CD ROM or download from www stonexpositioning com Be sure the communication port setting of instrument and PC is the same see 3 3 8 3 Communication Port Setting you can select MEM 1 JOB 5 Com setting to set the communication parameters also Procedure of download alg 1 Select MEM in the status mode to enter into 2 Known data memory management 3 Code 4 Storage Media Select 5 USB 2 Select 1 JOB to enter JOB management 3 Connect your instrument and computer via JOB communication cable standard component 1 JOB select 2 JOB rename 3 JOB delete 4 Download 5 Com setting mode and all JOBs display 6 File Copy 4 Select 4 Download to enter into com output JOB deletion 5 Select the JOB to be output JOBA 15 JOB1 56 JOB PaulO1 20 50 JOB B 45 JOBO1 2 JOB C o 6 Press key ENT to start to send out via RS 232C port it will back to JOB list mode after finishing Com output Sending More details see the Help file of Stonex Exchange see chapter 2 1 Data transfer via RS 232C port 100 R2 PLUS 22
94. rthquake storms floods etc 4 The manufacturer assumes no responsibility for any damage and loss of profits due to a change of data loss of data an interruption of business etc caused by using the product or an unusable product 5 The manufacturer assumes no responsibility for any damage and loss of profits caused by usage except for explained in the user manual 6 The manufacturer assumes no responsibility for damage caused by wrong transport or action due to connecting with other products R2 PLUS STONEX 2 Preparation before Measurement 2 1 About Battery 2 1 1 Battery Power Symbol D m kl SD VA I HA Pi DISTISHV1 SHV2J0 SET b Measurement is possible The battery is lower it is better to replace or recharge it me e EREE Measurement is impossible it is necessary to replace or recharge battery NOTE The working time of battery will be effected by many factors such as ambient temperature recharging time recharging and discharging times On the data safe side we suggest the users recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in distance measurement mode is more than in angle mode if the instrument enters into distance measurement mode from angle mode the power maybe auto off because of lower battery The symbol only indicates the supp
95. se existed coordinates data or press F3 MEAS to measure the point 6 Press F4 OK to input the second point data 7 Press F4 OK to finish defining baseline The grade of the baseline will display 8 Press F2 1 or F3 to change the grade display mode Defined baseline could be used in both stake out line measurement and point projection 57 R2 PLUS 13 2 Point Projection GS STONEX The baseline must be defined before performing point projection Procedure of point projection Point projection 1 Occ Orientation 2 Define baseline 3 Point projection Point projection 0 000 0 000 0 000 P1 Point projection Length 1385 260m Offset 203 107m dVD 2 212m ER D Ed 1 Select 3 Point projection after finishing defining baseline 2 Input the point coordinate Press F2 MEAS to measure the point to project When recording the data as a known point press key Func and press F2 REC on P2 Record method see 23 1 Input Known Point Coordinate by Keys 3 Press F4 OK to calculate Length Offset and dVD will display Length Distance along the baseline from 1 point to 2 point X direction Offset Distance from point to project to the position at which a line extending from point of project intersects the baseline at right angles Y direction dVD Elevation between the baseline and the projected point Press F1 NEZ to display swi
96. sure mode and then select 4 Offset or press F3 OFST at Pi directly 4 Select 3 Offset Angle after inputting instrument occupied data see 6 1 Input the occupied point data 5 Accurately sight the direction of the target point and press F4 OK the distance and angle of the target point are displayed 44 R2 PLUS STONEX 6 After finishing measurement Press F1 REC to save Press F2 NEZ to display NEZ coordinate HA 249 0298gon Press F3 NO back to step 6 Press F4 YES back to offset mode Offset Ang SD 13 511m VA 346 9636gon 9 3 Dual Distance Offset Measurement By measuring the distance between the target point and the two offset points Set two offset points 1st target and 2nd target on a straight line from the target point measure the Ist and 2nd target then input the distance between the 2nd target and the target point to find the target point Target point R Offset point SC Target Offset point Target Instrument station Procedure of dual distance offset measurement Menu 1 Set two offset points 1 target 2 target on a 1 Coordinate straight line from the target point and use the offset 2 Stake out 3 Area points as target E E MLM 2 Select MENU at P2 in vue mode and then 6 REM select 4 Offset or press F3 OFST at P3 directly 7 Resection Offset 3 Select 4 Offset 2Dist after inputting the 1 0cc Orientation instr
97. t approximately 90 Adjust screw C till the bubble in the center of the level Screw C Repeat above steps until the bubble remains in the center of the plate level while R2 PLUS STONEX the instrument is rotated to any position 5 Center the surveying point again Loosen the centering screw slightly Looking through the optical plummet eyepiece slide the instrument over the tripod head until the surveying point is exactly centered in the reticle Re tighten the centering screw securely 6 Check again to make sure the bubble in the plate level is centered If not repeat procedure 4 2 4 Accurate Levelling Up with Electronic Level on screen It is convenient for R2 PLUS series to level up with electronic level especially when it is difficult to observe the circular level and plate level Tilt Value 1 Power on the instrument and enter into X OVER Y OVER measurement mode press F1 TILT at P3 or press Tilt Mode DONVON key BS directly and the electric level displays on Lightness screen o O gt Tilt Value 2 Level it by turning three foot screws see above X 0 0002 Y 0 00 03 operation 3 Center the bubble in the plate level Be AALE N sure the is always in the center Lightness O1 Note 1 On this menu you can turn on off the X Y compensator by pressing Aor V key 2 If the instrument is equipped with laser plummet after opening this menu the
98. target press F3 SHV2 the display SH ppm 0 mode of basic measurement will change to SD HD VD SD DE mode and then press F1 DIST to start measure HD II distance VD P1 DIEN CLAAS BSHV2 0SET 2 The symbol e moves continually when measuring distance Distance measuring mode prism const and ppm value are also presented Meas PC Oo ppm 0 K SD 10 329m Dil HD 7 009m II 3 Press F4 STOP to finish measurement The VD 7 586m P1 SD HD and VD will display as shown left DISTIS H V 1 BSHV2 0SET Meas PC 0 ppm 0 DE SD 10 329m HD 7 009m EE 4 Press F3 SHV2 SD HD VD and SD VA HA are displayed alternatively 27 R2 PLUS STONEX NOTE Make sure that the target setting in the instrument matches the type of target used If the objective lens is dirty it will affect the accurate of measured results Dust it off with your special brush and wipe it with your special cloth in your carrying case before putting away If an object with a high reflective factor metal white surface exists between the instrument and the target when measuring the accuracy of the measured results will be affected An angle is also able to be measured when distance measurement Measurement will automatically stop after a single measurement if the EDM mode is single Fine S Rapid S Ifthe distance measurement mode is average Fine AVG the measured distances are displayed
99. tching between coordinate and distance data Press F2 REC to record the coordinate as a known data Press F4 S O to switch to stake out measurement of the projected point See 6 Stake out measurement Press key ESC to continue point projection of a new point 58 R2 PLUS sTONEX 14 Stake out Line Stake out line is used for stake out a required point at a designed distance from the base line and for finding the distance from the baseline to a measured point ZP 14 1 Define Baseline Procedure of defining baseline To perform stake out line please define a baseline first The baseline can be defined by inputting coordinates of the two points 1 Press F2 MENU on P2 of the basic measurement Menu mode 1 Point projection 2 Stake out line 3 Traverse 4 Inverse 5 Polarize 2 Turn to P2 select 2 Stake out line 6 Repeat Measure 7 Arc staking out Stake out line 3 Input the instrument occupied data see 6 1 Input 1 O0cc Orientation 2 Define baseline the occupied point data 3 Stake out line 4 Select 2 Define baseline following operations see 13 1 Define baseline procedures 5 6 and 7 14 2 Stake Out Line Point This measurement can be used to find the required point coordinates by inputting the length and offset based on baseline 59 R2 PLUS STONEX Y direction X direction Baseline eg eegen 2 pt Length Offset Requir
100. teovsadesseak 15 3 0 How to Confi oUr ee 16 3 7 How to Set Parameters sissiscisiedsssuseadsssndacsagdaced sashivadevanpecedantdennaasevencsagnssenaee 17 3 7 1 Measure Condition Setting sssesseseeesseeeessserssressressersserrsseeessressesseessee 17 3 7 2 Instrument Basic Setting eeeeseeeseeseesreesessessrseresressrrsrerreesersresreesersreseeesee 18 3 7 3 Communication Port Setting sseeeeeeeseseeeessrserrssesserserreeseesrerreserseeseresee 19 3 7 4 Unit Setting asssisszesaataventanidvensesdaennsascavania EEEE saataccssasnsvansacsaonstagnayendas 20 3 7 5 Date amp Time Setting csitt eege EnS AESA 21 3 1 0 Key F n ton SOUIIG 3 2 Scacecancccaacanstecececedcancecieessannseeactnstnsacecsteancenteeecsdeas 21 IRL E 23 4 Angle Meas reM nt EE 25 4 1 Measure a Horizontal Angle of Two Points seeeseseseeeeeeeereererrerresreese 25 4 2 Set the Horizontal Angle to a Required Nalue eee eeseeeeeeeeeeeneeeneeees 26 5 Distance Measurement 23 sisien er eina EE 27 6 Coordinate Measurement eseesseeseeressesserereereeseesetererreesetstesreeserseeseeesee 29 R2 PLUS STONEX 6 1 Input the Occupied Point Data sseesseeeeeeeeeeseseeresseesersrerrersersrrereesersreseresre 29 6 2 Azimuth Setting sesser rrr in TE S E r ia 31 6 3 3D Coordinate Measurement ccccccsesssscececeesesenseaeeececeeeessssaeeeeeeeens 32 7 Stake Geet 34 Fe A Distance Stake E 34 7 2 Coordinates Stake out Measurement 36 7 3 REM Stake Olt Measur
101. the measure mode 1 Coordinate ee 2 Stakeout Select 5 MLM 3 Area 4 Offset 5 MLM 6 REM 7 Resection 2 Aim at the start point P1 then press F4 MEAS and the measured data will display 3 Aim at the target point P2 and press Fl MLM to MLM SD 33 421ft R HD 155 6594gon vD 355 9246gon D begin measure SD HD VD will display MOVE UZE 47 R2 PLUS STONEX MLM 4 Aim at the next point P3 and press Fl MLM to S begin measure Repeat this operation to measure other SD s target points VE 5 Press F2 MOVE the last target measured MOVE becomes the new starting position to perform MLM of next target Press F4 MEAS to re measure the starting position 6 Press key ESC back to menu mode Note Once S is displayed the distance between two points is displayed as the gradient 10 2 Change the Starting Point The previous measured data could be set as the base point for the next operation Point P2 Start point P1 Procedure of changing the starting point MLM 1 Measure the start point P1 and the first target P2 Move base point following above steps 1 2 and 3 SD 0 00im VA 368 3854gon HA 243 4068gon 2 After measuring the two points press F2 MOVE and press F4 YES to set the last measured point as GRO new Starting point or press F3 NO to give up 48 R2 PLUS STONEX 11 REM REM is a function used to measure the coo
102. to move in out to get to the arc 6 According the S O dHA angle to move the rod until the telescope sight intersect the arc 7 Repeat moving and measuring the rod until all the stake data are accepted Press F4 ESC to escape this program 72 R2 PLUS STONEX 20 Road Staking Out Measurement This program is especially designed for Road Layout measurement It can be used for horizontal curve layout Normally one road is constituted by several elements such as line circle curve or Spline Menu P3 1 Road Calculation H road elements list Input Start station Type EndPile HCurve Start Point STATION 0 000 Np 0 000 select 1 1_ Ep 0 000 Road Calculation Zp 0 000 DEL 1 Input the parameter 2 Road Setout 3 Road file Line Input LENGTH Dist 0 000m Azimuth 0 00 00 StartPine Height G ss EN Road Define ETE LENTI 1 Horizontal Curve 2 Vertical curve Circle Input 3 Road Calculation Dist 0 000m K ES H A Rad 0 000m Azimuth 0 00 00 RoadCal Calc Turn LEFT STATION 0 000 Road Setiyt SPAC 10 000 Spiral Input 1 0cc Orientation Dist 0 000m 2 Road Setout WIDE Rad 0 000m 3 Road data view Azimuth 0 00 00 Turn LEFT Direction IN Road File Select 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize Clear all roads Road File Select Road File Rename Road File Select ROAD1 ROAD1 ROAD2 ROAD1 ROAD2 ROAD3 ROAD3 ROAD4 ROAD4 ROADS5 ROADS5 R2 PLUS
103. ument occupied data see 6 1 Input the 2 Offset Dist 3 Offset Angle occupied point data 4 Offset 2Dist 45 R2 PLUS STONEX Observe ist offset 4 Aim at the 1 target and press Fl MEAS and N 10 186 l measured data will display Press F4 OK to accept 10 000 DR this value z 10 000 90 0000gon 64 5154gon 5 Sight the 2 target press Fl MEAS and Cox He measured data will display press F4 OK to accept Observe 2nd offset this value N 10 186 E 10 000 Dil Z 10 000 VA 90 0000gon HA 64 5154gon 6 Input the distance from 2 point to the target point and press key ENT the angle and distance of the target point are displayed 7 Press F1 REC to save Press F2 NEZ to display NEZ coordinate Press F3 NO back to step 6 SD 13 511m Press F4 YES back to offset mode VA 346 9636gon HA 249 0298gon Offset 2Dist 46 R2 PLUS STONEX 10 MLM MLM is used to directly measure slope distance horizontal distance and the height difference from one base point to other points without moving the instrument NOTE The last measured data could be set as the base point for the next starting operation The height difference between one point and the base point could be displayed as grade mode Target P2 Start point P1 Occupied point 10 1 Measuring Distance between Two or More Points Procedure of measuring Menu 1 Press F2 MENU at P2 in
104. uth will calculate and display following previous element 2 When you set the turn or direction move the cursor to Turn or Direction item press lt or P key to shift the options 3 If you set the Direction is IN here the inputted Rad is End radius of spiral its start radius is default as if you set the direction is OUT here the inputted is start radius of spiral its end radius is default as o 20 2 4 Road Horizontal Element Editing In the horizontal element editing menu the inputted element can be edited Type EndPile Circle 200 000 Spiral 300 000 Circle 400 000 Spiral 500 000 Line 600 000 LINE CURV Type EndPile Line 100 000 Circle 200 000 Spiral 300 000 Circle 400 000 Spiral 500 000 Line 600 000 CIRI Delete horizontal element 1 Move A or V key the cursor will move to different element 2 Press Fl DEL to delete the selected element the two elements adjacent with deleted one will connect automatically 76 R2 PLUS STONEX Type EndPile Line 100 000 Spiral 200 000 Circle 300 000 Spiral 400 000 Line 500 000 LINE CURV Edit horizontal element Type EndPile 1 Move A or V key the cursor will move to Line 100 000 different element Spiral 200 000 Circle 300 000 Spiral 400 000 Line 500 000 LINE ICURV Line Input CIRCLE 2 Press ENT key to edit the selected element Dist 200 000m Rad 100 000m Azimuth 0 00 00 Turn RIGHT Direction IN 3 Press F4 ENT ke
105. value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Length distance along the baseline from 1 point to the measured point 61 R2 PLUS GS STONEX Procedure of stake out line line Stake out line 1 0cc Orientation 2 Define baseline 3 Stake out line Stake out line 1 Point Stake out line Offset Stake out line SD 33 417ft Dal VA 300 9994gon HA 44 6568gon P2 Tgt H NO JYES Stake out line Ofline 0 995m Fill 14 401im Length 3 993m R E C MEAS 1 Select 3 Stake out line after defining a baseline 2 Select 2 Line 3 Input offset value the horizontal move distance of baseline right side indicates positive value and left side indicates negative value Go to step 4 without inputting 4 Aim at the target and press F4 MEAS to measure The measured results are displayed 5 Press F3 NO to re measure the target Press F4 YES to use the measured values The difference between the measured data and the baseline displays Ofline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Length Distance along the baseline from the first point to the measured point 6 Aim at the next target and
106. w part to them so they can repair the instrument 2 When the repair is over dealer has to fill the Spare Part Refund module and send it to the dedicated mail address 3 wait for STONEX Europe s authorization SPR no 4 when dealer receives the SPR authorization number they can send back to STONEX Europe appointed office the broken part with attached the SPR module 5 when STONEX Europe receive the broken part STONEX Europe shall verify it and if everything is ok the cost of the part shall be refund refund will be done only after check of the failure part and final approval of STONEX Europe 3 If the instrument needs to be sent back to STONEX Europe for repair replacement dealers customers has to send to STONEX Europe a Returned Merchandise Authorization RMA before they send back the fault instrument STONEX Europe shall at its sole discretion decide on the place of performance for work under warranty 110
107. y U FUNCTION Stop Press ESC It means the R2 PLUS is connected with PC already Press ESC to disconnect them and the instrument bact to previous menu For more information to see the Help file of StonexExchane on chapter 2 2 Data transfer via USB slave port 102 R2 PLUS STONEX 23 Known Data Management There are 6 items in known data management 23 1 Input Known Point Coordinate by Keys You could input or delete coordinates of known point in the active JOB by key entry or entry from PC The existed data you have input beforehand could be used as occupied point backsight point coordinates of known point or stakeout point The memory is 60000 points in total Procedure of Inputting known points coordinate Memory 1 Press F3 MEM in the status mode to enter into 1 JOB memory management 3 Code 4 Storage Media Select 5 USB JOB selection P1 2 Select 2 Known data job list will display DAFENG 10 JOBFF 3000 Select one Job you want to operate press ENT key WOMENSHI 1256 to confirm known data menu will display you can FATELU 100 KEMEN 560 0 JOB7 0 see the active JOB on the second line Known data JOB JOB6 3 Select 1 Key Input 2 Com input 3 Delete 4 View 5 Clear 6 Com setting JOBO Free 45912 4 Input point number and coordinates The active job Pt ER and free memory is displayed at the top right corner 10 500 f 11 544 Press F4 OK to save settings and c
108. y to confirm other elements Type EndPile Line 100 000 following the edited one will upgrade automatically Spiral 300 000 Circle 400 000 Spiral 500 000 Line 600 000 LINE ICURV Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation 4 After all the horizontal elements are confirmed press ESC key back to previous menu 77 R2 PLUS GS STONEX 20 3 Input Road Vertical Elements Road vertical elements is confirmed by some intersection points you should input same parameters for the intersection points including station height and length from this intersection point to next intersection point P4 p2 FA DI _ P3 fa Deeg Wee E fy Ze A Station 0 200 450 550 Height 600 625 570 685 Length 200 250 100 50 20 3 1 Input Vertical Road Element Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation StartPile Height FIST LAST ADD VCurve Element STATION 0 000 Ht 600 000 Lengh 200 1 Make sure the instrument is in Road Define menu select 2 Vertical Curve to vertical elements editing menu Here Press F1 FIST key the cursor will move to the first element Press F2 LAST key the cursor will move to the last element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical element 2 Press F4 to display Vertical road element inputting menu Input the parameter for vertical element Press F4 ENT
109. y treating the average value as the instrument occupied coordinate Calculation begins Hypothetical coordinates are found Y The measured equation for the angle is prepared y The measured equation for the distance is prepared y v The normal equation is prepared Y Instrument occupied coordinates are calculated Iterate 3 times V Difference from the hypothetical coordinates 0 5mm Calculation of the Z coordinate Calculation ends 54 R2 PLUS STONEX 12 4 Precautions When Performing Resection In some cases it is impossible to calculate the coordinates of occupied point if the unknown point and three or more known points are arranged on the edge of a single circle It is also impossible to calculate if the included angle between the known points is too small It is difficult to imagine that the longer the distance between the instrument occupied and known points the narrower the included angle between the known points Be careful for the points can easily be aligned on the edge of a single circle An arrangement such as shown below is desirable AA unknown point O known point It is sometimes impossible to perform a correct calculation such as shown below When they are on the edge of a single circle take one of the following methods 1 Move the instruction station as close as possible to the center of the triangle 2 Measure one more known point which is not on the circle

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