Page 2 - The quick way to start with the TPS1100 Programs.
2 The quick way to start with the TPS1100 Programs. To use the equipment in the permitted manner, please refer to thedetailed safety instructions in the User Manual. © 2001 Leica Geosystems AG Heerbrugg, ® All rights reserved. For additional details on single TPS1100 application programfunctions ref...
Page 3 - Index
3 Index Orient. + Height T. Resection Tie Distance Stakeout Remote Height Free Station Reference Line Hidden Point How to use this manual 4 General functions 6 Orientation and Height Transfer 8 Resection 16 Tie Distance 24 Stakeout 30 Remote Height 46 Free Station 51 Reference Line 62 Hidden Point 7...
Page 4 - How to use this manual; Example; MC; Enter the station Id and the instrument height.; MC
4 MAIN MENU: PROGRAMS MC How to use this manual This manual gives step by step instructions for the basic uses ofthe TPS1100 field programs and explains some advanced programfeatures. It shall be used together with a TPS1100 instrument or theTPS1100 PC simulation. The proposed sequence of operations...
Page 5 - Other Symbols; Structure of the Field Manual
5 Symbols used in the sequence of operation PROG F1 F1 F1 F1 F1 ALL Press the fixed key PROG. User input is necessary. Press the function key F1 to activate the function ALL. Repeat operation. Other Symbols Important information and tips. Structure of the Field Manual Each program is constructed wit...
Page 6 - General functions; Measurement options; ALL key; To measure and display a distance.
6 General functions Measurement options This chapter explains common functions that are used in almost allprograms (see also Quick Start). AREA\ Measure Point MC ALL DIST REC CONT ALL key DIST and REC combination CONT To measure a distance and record measurement data according tothe active REC-mask....
Page 7 - Search Point Dialog; Coordinates available in
7 Search Point Dialog This dialog allows you to: • Import the coordinates of a point from a data job or, • Enter the coordinates of a point manually. First enter the point Id. Modify the data job selection if necessary. Data Job : control.gsi Search for : Point Id+E+N Point Id : 100 SEARC INPUT VIEW...
Page 8 - Orientation and Height Transfer; This program can be used for the following purposes:; Introduction
8 Orientation and Height Transfer This program can be used for the following purposes: • To determine the orientation at the instrument station. • To determine the station elevation. • To determine simultaneously the orientation and the station elevation. The orientation and the station elevation ar...
Page 9 - target point
9 Orient. + Height T. 1. Orientation onlyKnown:Target points coordinates:- East, NorthUnknown:- OrientationMeasure at least...- Directions to 1 target point 2. Orientation and Height Transfer Known:Target points coordinates:- East, North, ElevationUnknown:- Orientation, Station ElevationMeasure at l...
Page 10 - Enter Point Id and reflector height at the first target point.
10 MAIN MENU: PROGRAMS MC Start Orientation from the program menu. PROG Enter Point Id and reflector height at the first target point. To search and import point coordinates from data job. To measure and record first target point. See chapter"Measurement options". Repeat sequence "Target...
Page 11 - Results
11 Orient. + Height T. To calculate the orientation and the station elevation. To record the Orientation and Height Transfer results. To set orientation only. To set station elevation only. To set both orientation and station elevation. To measure additional target points.Returns to the Target Point...
Page 12 - Result analysis
12 Ori\ Results (L.SQRS) MC Ori\ More Information Point Id : 3 Pt. Status : ON Error flag : NONE ∆∆∆∆∆ Hz : 0°00'03'' ∆∆∆∆∆ Dist : 0.044 m RECLC <-- --> MEAS DEL MC Advanced feature: Result analysis Call the result analysis for individual measurements from theresults dialog. F5 F5 F5 F5 F5 MOR...
Page 13 - Configuration; Call the configuration in the first application dialog.; Hz Ori Acc; A priori standard deviation of the orientation.; Ht Acc TP; A priori standard deviation of the elevation of the; Posn AccTP; User Disp; Use the display mask defined by the user.; Two Faces; Single or two face measurement.; Log File; Creation of a logfile.; Log FlName; User definable name for the logfile.; Selection of the job for recording measurements.
13 Orient. + Height T. Ori\ Target Point MC Configuration Call the configuration in the first application dialog. SHIFT F2 F2 F2 F2 F2 CONF If the computed (a posteriori) standard deviations are within twicethe values entered for the a priori standard deviations, thecomputed station coordinates and ...
Page 14 - Program Flow; > Enter Point Id of Target Point
14 Program Flow Configuration can only beaccessed in this first dialog. F2 F2 F2 F2 F2 CONF SHIFT Ori\ Target Point > Enter Point Id of Target Point MC SEARC LIST <-- --> VIEW CALC CONF Ori\ Measure MC ALL DIST REC CONT I<>II F6 F6 F6 F6 F6 CALC available after 1 Point measured
Page 15 - To quit the Program at any time.
15 Orient. + Height T. SHIFT To quit the Program at any time. F6 F6 F6 F6 F6 QUIT F3 F3 F3 F3 F3 STORE Ori\ Results (L.SQRS) > East, North, Elevation, Orientation MC S.ORI S.HT STORE MEAS MORE ROBST Ori\ More Information MC RECLC <-- --> MEAS DEL F1 F1 F1 F1 F1 S.ORI F2 F2 F2 F2 F2 S.HT SHI...
Page 16 - Resection
16 Resection Resection is used for station setup on an unknown point. Thestation coordinates and the Hz-circle orientation at the station arecalculated from measurements to two known points. In building and construction sites, resection can be used where theestablishment of a permanent station is no...
Page 17 - Start resection
17 Resection MAIN MENU: PROGRAMS MC Check the geometry of the target points in relation to the stationpoint. Avoid very small or very large angles at the station. Start Resection from the program menu. Start resection PROG Enter the station Id and the instrument height. Enter Point Id and reflector ...
Page 18 - To measure and record first target point.
18 Enter Point Id and reflector height at the 2nd target point. To search and import point coordinates from data. F1 F1 F1 F1 F1 SEARC RESEC\ Target Point Point Id : 1002 Refl.Ht. : 1.60 m MC F1 F1 F1 F1 F1 SEARC F1 F1 F1 F1 F1 ALL To measure and record first target point. (see chapter for "Meas...
Page 20 - Call the comparison function from the results dialog.
20 Advanced Feature: Compare Results The comparison function compares the station coordinates and theorientation calculated by the program to the station coordinates andthe orientation currently set in the instrument. Call the comparison function from the results dialog. RESEC\ Results (L.SQRS) MC R...
Page 24 - Tie Distance; Polygon Mode
24 Tie Distance Tie Distance is used to calculate the distance and the azimuth of asegment defined by two points. The polygon points can be directly measured, imported fromcoordinate data job, or entered manually. Two modes are available for calculating tie distances: Polygon andRadial (see illustra...
Page 25 - Radial Mode; Basic procedure; Start Tie Distance from the program menu.; First two points
25 Tie Distance Radial Mode Known or Measured:Central Point: 1Radial Point: 2, 3, 4Unknown:Tie Distance and Azimuth (Az.)from the central point to theradial points 2, 3, 4. Basic procedure Start Tie Distance from the program menu. The procedure for the first tie distance is the same for both thepoly...
Page 26 - Results in Polygon Mode; To record Tie Distance results.
26 F1 F2 F3 F4 F5 F6 Enter point Id and reflector height of the first point. To measure and record the first point. (see chapter for"Measurement options") To import point coordinates from a data file. Repeat sequence for the second point. This completes the first tiedistance and displays the...
Page 27 - Results in Radial Mode
27 Tie Distance F1 F2 F3 F4 F5 F6 Results in Radial Mode To switch between polygonand radial modes. To record Tie Distance results. To measure or import the next polygon point. F3 F3 F3 F3 F3 STORE F1 F1 F1 F1 F1 NEXT TieD\ Radial Mode Center Pt : 10 Radial Pt : 11 Horiz.Dist : 25.453 m Azimuth : 15...
Page 30 - Stakeout; The points to be staked can be defined in two ways:
30 Stakeout Stakeout is used to place marks in the field at predeterminedpoints. Different stakeout modes are available: polar, orthogonal, auxiliarypoints, or grid coordinates. Depending on the active stakeoutmode, the corresponding stakeout elements of the measured pointare calculated in relation ...
Page 31 - Stakeout point
31 Stakeout Stakeout point Start Stakeout from the program menu. MAIN MENU: PROGRAMS MC STAKE\ Search Point Define Stakeout point Data Job : POINTS.GSI Search for : Point Id Point Id : 12 SEARC MSTAK INPUT VIEW MC Enter the point Id of the point to be staked. To search and import point from the data...
Page 32 - Turn the instrument until Hz and Azimuth values get closer.; To continue to the main stakeout dialog.
32 Coarse Stakeout Mode: Azimuth and Distance The stakeout elements, azimuth and distance, are calculated fromthe instrument station to the point to be staked. STAKE\ Azimuth and Distance Point Id : 12 Azimuth : 30°03'23'' Hz : 15°43'02'' Slope Dist : 35.60 m Horiz Dist : 34.97 m ∆∆∆∆∆ Height : 0.75...
Page 33 - Main stakeout dialog
33 Stakeout Main stakeout dialog Mode: Polar Stakeout STAKE\ Polar Stake Out Point Id : 12 Refl. Ht. : 1.65 m ∆∆∆∆∆ Hz : 16°03'23'' ∆∆∆∆∆ Dist : -1.23 m ∆∆∆∆∆ Height :FILL 0.15 m Elevation : 159.90 m ALL DIST REC CONT POSIT MC To measure a distance and calculate the stakeout elements ∆∆∆∆∆ Hz, ∆∆∆∆∆...
Page 34 - Coarse Mode
34 Advanced Feature: Configuration of the stakeout method Call the dialog for the configuration of the stakeout method fromany stakeout dialog. STAKE\ Azimuth & Distance MC STAKE\ Method Coarse Mod : Azimuth & Dist MC SHIFT F2 F2 F2 F2 F2 METHD Coarse Mode Selection of the coarse stakeout mo...
Page 35 - Symbols
35 Stakeout Advanced Feature: Coarse Mode Coarse Mode = None The coarse mode is switched off. After the entry of the point to bestaked in the Search Point dialog, the main stakout dialog will beaccessed directly. Symbols Select the display mode of symbols in thestakeout dialog. The symbols may be us...
Page 36 - Coarse Mode = Line Offset; Height is the height difference from the last point staked.
36 Coarse Mode = Line Offset The stakeout elements are calculated in relation to the baselinedefined by the two last points staked out. STAKE\ Line Offset Point Id : 12 Azimuth : 30°03'23'' Hz : 15°43'02'' Line : 1.550 m Offset : 1.430 m ∆∆∆∆∆ Height : 0.982 m STAKE MC Line and Offset values are dis...
Page 37 - Coarse Mode = Orthogonal; Length and; point have been staked out.
37 Stakeout Coarse Mode = Orthogonal The stakeout elements are calculated in relation to the baselinedefined by the instrument station and the last point staked out. STAKE\ Orthogonal Point Id : 12 Azimuth : 30°03'23'' Hz : 15°43'02'' ∆∆∆∆∆ Length : -1.550 m ∆∆∆∆∆ Cross : 1.430 m ∆∆∆∆∆ Height : 0.98...
Page 38 - Main stakeout mode; Stake Mode = Orthogonal Stake; Cross and; Height is the height difference between the measured point
38 Advanced Feature: Main stakeout mode The stakeout elements are calculated in relation to the baselinedefined by the instrument station and the measured point. Stake Mode = Orthogonal Stake STAKE\ Orthogonal Point Id : 12 Refl. Ht. : 1.65 m ∆∆∆∆∆ Cross : 1.430 m ∆∆∆∆∆ Length : -1.550 m ∆∆∆∆∆ Heigh...
Page 39 - Stake Mode = Auxiliary Point
39 Stakeout Stake Mode = Auxiliary Point In this mode, the stakeout elements for points that can not besighted directly are caculated from measurements to two auxiliarypoints. STAKE\ Auxiliary points Point Id : 12 Refl. Ht. : 1.65 m Hz angle 1 :* ----- m Dist. 1 :* ----- m Hz angle 2 : ----- m Dist....
Page 40 - Stake Mode = Grid Coordinates; North and
40 Stake Mode = Grid Coordinates The displacements along the grid coordinates axes are calculatedfrom the measured point to the point to be staked. STAKE\ Grid Coordinates Point Id : 12 Refl. Ht. : 1.65 m ∆∆∆∆∆ East : 1.430 m ∆∆∆∆∆ North : -1.550 m ∆∆∆∆∆ Height :FILL 0.982 m Elevation : 0.750 m ALL ...
Page 41 - Graphic mode; OFF; No graphics are displayed.; From Station; The graphics are oriented from the instrument; To Station; The graphics are oriented from the current; To North; The graphics are oriented to the North. This; From North; The graphics are oriented to the South. This
41 Stakeout Advanced Feature: Graphic mode The following modes are available for displaying stakeout graphicsin the stakeout dialog: OFF No graphics are displayed. From Station The graphics are oriented from the instrument station to the point to be staked. This mode isrecommended for guiding the ro...
Page 42 - Instrument station
42 Graphic mode= from Station Stake mode = Polar Stake Illustration of the stakeout dialog in the polar stake mode afterhaving measured a distance. The graphics is updated dynamically when turning the instrumenttowards the point to be staked. Symbols: Instrument station Reflector position Point to b...
Page 43 - Call the configuration in the first application dialog:; D Stake
43 Stakeout Configuration Call the configuration in the first application dialog: STAKE\ Search Point MC STAKE\ Configuration 3D Stake : ON MC To exit the configuration dialog. F1 F1 F1 F1 F1 CONT SHIFT F2 F2 F2 F2 F2 CONF 3D Stake 3-dimensional stakeout ☞ The height elements are displayed only if a...
Page 44 - > Display depends on mode
44 Program Flow Configuration can only beaccessed in this first dialog. F2 F2 F2 F2 F2 CONF SHIFT Stake\ Search Point > Enter Point Id MC SEARC MSTAK INPUT VIEW CONF Stake\ Manual Entry > Enter Azimuth, Horiz. Dist. MC STAKE Stake\ Coarse Mode > Display depends on mode MC STAKE METHD PLOT S...
Page 46 - Remote Height; Basic Procedure
46 Remote Height Remote Height is used to determine the elevation of inaccessiblepoints, e.g. on cables or building facades. First, the distance to a base point situated vertically below (orabove) the remote height point must be measured. Then aim to theremote height point. The coordinates of the re...
Page 47 - Measure Base Point; Start Remote Height from the program menu.; Enter point Id and reflector height at the base point.
47 Remote Height MAIN MENU: PROGRAMS MC In practice, it is not possible to maintain an exact verticalalignement of base point and remote point. Depending on theneeded accuracy, you can set the maximal displacement of theremote point to be tolerated (see chapter "Configuration"). Measure Base...
Page 48 - Measure Remote Point; Dialog for remote point measurement.
48 REMHT\ Meas. Remote Pt. Point Id : 103 Hz : 123°32'23'' V : 10°34'20'' Slope Dist : ----- m ∆∆∆∆∆ Ht. Diff. : ----- m East : 45300.654 m BASE STORE MC Measure Remote Point Dialog for remote point measurement. Enter the point Id of the remote point and aim to the remotepoint. The angles and the co...
Page 50 - > Measure Remote Point
50 Program Flow Configuration can only beaccessed in this first dialog. F2 F2 F2 F2 F2 CONF SHIFT To quit the Program at any time. F6 F6 F6 F6 F6 QUIT S HIFT REMHT\ Meas Base Pt > Measure Base Point MC ALL DIST REC REMOT CONF REMHT\ Meas Remote Pt > Measure Remote Point MC BASE STORE I<>...
Page 51 - Free Station
51 Free Station Free Station Free station is used for a station setup on an unknown point.The station coordinates and the Hz-circle orientation at the stationare calculated from measurements for up to ten known points. A combination of directions and distances or of directions only maybe measured to...
Page 53 - Start Free Station from the program menu.
53 Free Station Start Free Station from the program menu. Enter the station Id and the instrument height. MAIN MENU: PROGRAMS PROG F1 F1 F1 F1 F1 CONT FreST\ Station data Station Id : 1001 Inst.Ht. : 1.65 m MC FreSt\ Target Point Point Id : 1001 Refl.Ht. : 1.60 m SEARC LIST VIEW MC To define a list ...
Page 55 - To measure and record 2nd target point.
55 Free Station To measure and record 2nd target point. Repeat sequence for the next target points.Note: from the third point on, motorized instruments will driveautomatically to the target. To calculate the station coordinates and the orientation. You may calculate after having measured at least:• ...
Page 56 - Free Station results
56 FreSt\ Results (L.SQRS) Station Id : ST1 No. of Pts : 3 Inst.Ht. : 1.65 m East : 5003.542 m North : 2356.703 m Elevation : 453.344 m SET STORE MEAS MORE COMP MC The results dialog displays: • the station coordinates • the oriented direction (Hz. Ori) • the a-posteriori standard deviations of the ...
Page 60 - > Enter Measure Points
60 Program Flow Configuration can only beaccessed in this first dialog. F2 F2 F2 F2 F2 CONF SHIFT FreSt\ Station Data > Enter Station Id and Inst. Ht. MC CONT CONF FreSt\ Target Point > Enter Point Id MC SEARC LIST <-- --> VIEW CALC FreSt\ Measure > Enter Measure Points MC ALL DIST RE...
Page 62 - Reference Line
62 This program is used to set out points along a reference line orreference arc, with various offsets to the left and right. Radialoffsets can be applied to the arc and the reference line can beshifted with parallel offsets or even rotated anytime to matchpredefined setting out instructions. The or...
Page 63 - Before starting Reference Line:; The station must be set up and oriented.
63 Reference Line Basic procedure Before starting Reference Line: The station must be set up and oriented. A Baseline or -arc is defined in the first step. There are threemethods to define a base: Line, Radius Arc, and 3-Point Arc. Start any of the methods from the Reference Line Menu. Line of sight...
Page 64 - Baseline methods; Baseline
64 In the picture, the reference line is defined by a parallel offset to theright of the baseline. Baseline methods Baseline Known:- 1st BasePt- 2nd BasePtParallel Offset betweenReference line and Baseline. Unknown: ∆∆∆∆∆ Offset, ∆∆∆∆∆ Line: Position of point to set out onthe reference line. 1 100pr...
Page 65 - Arc methods; Radius Arc
65 Reference Line Known:- 1st Base Pt- 2nd Base Pt- RadiusOffset 1 100pr82 1st Base Pt 2nd Base Pt ∆ Offset ∆ Arc N Arc methods Radius Arc Reference arc Unknown: ∆∆∆∆∆ Offset, ∆∆∆∆∆ Arc: position of point to setout on reference arc. Known:- 1st Base Pt- 2nd Base Pt- 3rd Base PtOffset 1 100pr83 1st B...
Page 66 - Define Reference Line
66 REFLN\ Ref Line Menu MC Define Reference Line Start Baseline from the Ref Line Menu Enter the first point of the baseline. To search and import point from data job. Repeat sequence for second point of baseline.And define the reference line parameters: F1 F1 F1 F1 F1 SEARC direction of thebaseline...
Page 67 - Setting Out elements; Height Offset in relation to the reference
67 Reference Line Setting Out elements F1 F1 F1 F1 F1 REFL Enter Point Id to be set out. To measure a distance and trigger the calculation of thesetting out elements: ∆ Offset, ∆ Line and ∆ Ht. F2 F2 F2 F2 F2 DIST F1 F1 F1 F1 F1 ALL ∆∆∆∆∆ Offset Perpendicular offset ∆ Offset+ To the right of the ref...
Page 68 - Linie and Offset; Offset and
68 Linie and Offset REFLN\ Define Reference Line MC F2 F2 F2 F2 F2 L&O Enter Point Id of point to be staked, as well as perpendicularoffset and distance along line. Entering an elev. is optional. 1 100pr86 F1 F1 F1 F1 F1 CONT REFLN\ L&O Results Point Id : 110 Refl. Ht. : 1.300 m ∆∆∆∆∆ Offset...
Page 69 - Configuration of the L&O; Stake Mode
69 Reference Line To measure and record point. Continues to the first L&Odialog to enter offsets for next point. Returns to first L&O dialog to enter offsets without recordingdata. F1 F1 F1 F1 F1 ALL F4 F4 F4 F4 F4 CONT Advanced Feature: Configuration of the L&O method Call up the dialog...
Page 70 - Dialog for the definition of a rotated Reference line:; Enter the rotation angle
70 Advanced Feature: Rotated Ref. Line Dialog for the definition of a rotated Reference line: Enter the Line offset to define the starting point of thereference line (1st Ref. Point). Enter the rotation angle α αα αα . F1 F1 F1 F1 F1 CONT F2 F2 F2 F2 F2 DIST To measure a distance and trigger the cal...
Page 71 - Constant reference; Ht
71 Reference Line Advanced Feature: Constant reference elevation Configuration:Ref. Elev. = 1st Base PointHt. Offset = ON Setting out element: ∆ Ht along the vertical, inrelation to theReference elevation REFLN\ Define Reference Line 1st BasePt : 1 2nd BasePt : 2 Offset : 0.000 m Line : 0.000 m Angl...
Page 72 - Ht values is the elevation of the baseline at; Setting out elements:
72 Advanced: Height Offset Interpolated reference elevation For the configuration Ref.Elev. = Baseline, the reference elevationfor the calculation of ∆ Ht values is the elevation of the baseline at the reflector position.You can modify the reference elevation by specifiying a height offset(Ht.Offset...
Page 73 - Parameters for the definition of the Reference line:
73 Reference Line Offset To define a parallel offset of the Reference Line in relation to the Baseline. Line / α To define a line offset for the starting point ofthe Reference Line and an angle between Reference Line and Baseline. Ht Offset To define a height offset of the Reference Line in relation...
Page 75 - To quit program anytime.; >Enter or Measure 1st Base Point
75 Reference Line Program Flow Configuration access only in thisfirst dialog. F2 F2 F2 F2 F2 CONF SHIFT To quit program anytime. F6 F6 F6 F6 F6 QUIT S HIFT REFLN\ Ref Line Menu MC CONT CONF REFLN\ Define Baseline >Enter or Measure 1st Base Point MC SEARC MEAS INPUT VIEW REFLN\ Define Reference Li...
Page 76 - Hidden Point
76 Hidden Point The program allows measurements to a point that is not directlyvisible using a special hidden-point rod. The data for the hidden point are calculated from measurements tothe reflectors mounted on the rod with a known spacing and aknown rod length. The rod may be held at any angle as ...
Page 77 - Set rod parameters in CONFIGURATION.
77 Hidden Point Basic procedure Before starting Hidden Point:The station must be set up and oriented. Set rod parameters in CONFIGURATION. Known:Hidden Point Rod Parameters- Rod Length- Spacing between center of reflectors Unknown:Coordinates of Hidden Point R1-R2 R1-R3 rod length E, N, H ofHidden P...
Page 78 - Enter Point Id at first reflector.
78 MAIN MENU: PROGRAMS ALL DIST REC CONT TARGT MC Start Hidden Point from the program menu. PROG Enter Point Id at first reflector. Hold rod stationary at any angle with tip on the hidden point.Measure the reflectors in the illustrated sequence. To measure and record in the active Measure Job. See c...
Page 79 - Enter Point Id of hidden point.
79 Hidden Point Enter Point Id of hidden point. To record hidden point data. To measure to a new hidden point. To quit the Hidden Point program. F3 F3 F3 F3 F3 REC F1 F1 F1 F1 F1 NEW F6 F6 F6 F6 F6 QUIT SHIFT HDNPT\ Results Point Id : 9 Hz : 120.8865 g V : 63.6419 g Slope Dist : 3.020 m Ht. Diff. : ...
Page 80 - Reflector; Selection of the hidden point rod reflector.
80 User Disp Use the display mask defined by the user. Meas. Tol. Limit for the difference between the given andmeasured spacing of the reflectors. Reflector Selection of the hidden point rod reflector. Add.Const. Display of the reflector constant. ☞ This value depends on the selected reflector. No....
Page 81 - When configuration is completed.; Rod Length
81 Hidden Point When configuration is completed. You must configure the hidden-point rod the first time you use theprogram. For continued use, it is only necessary to useCONFIGURATION when you want to change one of the settings. F1 F1 F1 F1 F1 CONT Rod Length Distance from center of end prism to tip...
Page 83 - Ask your local Leica Geosystems agent
83 Hidden Point Leica Geosystems AG, Heerbrugg, Switzerland has been certified as being equipped with a quality system which meets the International Standards of Quality Management and Quality Systems (ISO standard 9001) and Environmental Management Systems (ISO standard 14001). Total Quality Manage...
Page 84 - Leica Geosystems AG
Leica Geosystems AG CH-9435 Heerbrugg (Switzerland) Phone +41 71 727 31 31 Fax +41 71 727 46 73 www.leica-geosystems.com Printed in Switzerland - Copyright LeicaGeosystems AG, Heerbrugg, Switzerland2001 Original text 710513-2.1.0en
