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Leica GPS1200 Applications Field Manual

1. Field Option Description lt Offset Point gt Output The offset point lt AArcDist Output Horizontal distance along the arc from start point Grid gt to base point lt AOffset Grid gt Output Offset from base point to offset point Positive to the right and negative to the left of the arc lt Offs Pt Brng gt Output Bearing of offset point from base point to offset point lt Arc Radius gt Output Computed radius of arc lt Arc Length gt Output Computed length of arc GPS1200 21 22 Next step Step Description 1 PAGE F6 changes to the Plot page 2 STORE F1 stores the result For lt Write Logfile Yes gt in COGO Configuration Logfile page the result is written to the logfile GPS1200 COGO 2 4 4 COGO Inverse Pt Current Position Inverse page COGO Inverse Point Current Position The COGO calculation results are displayed on the same page is displayed for unavailable information for example if a position only point is used lt A Height gt cannot be calculated 09 30 _ Ei oe aes r E OS ET STORE F1 COGO Boag To store the result Inverse Pt Current a SURVY F5 Tnverse Mapp From E Position To manually occupy a point for the To eT COGO calculation Available if Azimuth 344 03 12 lt From gt or lt To gt is highlighted HDist Grid 120 638 nm REVRS F3 Height 18 125 n 7
2. STORE F1 To compute and store the reference plane ADD F2 To add points from REFPLANE Data Job Name to define the refer ence plane USE F3 To change between Yes and No for Uta T the highlighted point STORE ADD USE DEL SURVY PAGE DEL F4 To remove the highlighted point from the list SURVY F5 To measure a point to be used for the plane SHIFT ORIGN F4 To use the highlighted point as the origin of the plane alee REFPLANE hia Reference aE Ue ar A S w W BT GPS1200 105 REFPLANE New Reference Plane Origin page 106 Description of columns Column Description Ad m Displays the perpendicular distance of the point from the definition of the plane Shown to the right of the point for a point which will be used as origin of the plane Shown to the left of the point if the point is outside maximum distance between a point and the calculated plane as defined in REFPLANE Configuration Parameters page Next step PAGE F6 changes to REFPLANE New Reference Plane Origin page 12 37 Py 4 ue DF BOS AR REFPLANE Fer 8 on EE New Reference aa x Reneral Pnints Origin Offset Plnt Use As Origin rier STORE F1 Enter local coordinates of To compute and store the reference X origin point point with plane X coord 1000 0000 m Z coord 1000 0000 m DIREC F5 Available for lt Point gt being hight boang tnta Diroctios of Y
3. By Defined Line Perpendic Line Through Point PO lt Point A gt of defined line P1 lt Point B gt of defined line i P2 lt Through Point gt x in this case it is a known point of the gt existing border P3 New COGO point GPS12_165 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1 By Percentage Swing Line 2 By Area Swing Line 4A PO First new COGO point o N P1 Second new COGO m as point we Ipy P2fn P2 lt Rotation Pnt gt a a a lt Azimuth gt GPS12_163 Refer to 2 2 Accessing COGO to access COGO Choose Area to be Divided GPS1200 47 COGO Choose Area to be Divided COGO Define How to Divide Area Input page 48 Description of fields Field Option Description lt Area to Select Existing To use an area from the lt Job gt selected in Use gt COGO COGO Begin The area can be edited and a new area can be created from points existing in the lt Job gt Survey New To survey points that do not exist in the job yet Area The points will be added to a new area lt Area ID gt Choicelist or To select the area to be divided or to enter a user input name for the new area lt No of Output Number of points forming the area Points gt lt Area gt Output The size of the selected area lt Perimeter gt Output The perimeter of the area Next
4. lt Rot Orig X gt Output Available for lt Transf Model Molodensky lt Rot Orig Y gt and Bad gt Position in the X Y and Z direction of the lt Rot Orig Z gt origin of rotation Next step CONT F1 returns to DET C SYS Step 4 Check Residuals GPS1200 Determine Coordinate System Normal Determine Coordinate System One Point Localisation 5 1 Accessing Determine Coordinate System One Point Localisation ee Access step by step DET C SYS Step 1 Choose Transform Type lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt Step Description 1 Press PROG Highlight Determine Coordinate System 2 3 CONT F1 4 In DET C SYS Determine Coord System Begin select lt Method One Pt Localistn gt 5 CONT F1 to access DET C SYS Step 1 Choose Transform Type Description of fields Field Option Description lt Transfrm User input A unique name for the coordinate system The Name gt name may be up to 16 characters in length and may include spaces lt Transfrm Onestep The type of transformation to use when deter Type gt Twostep or mining a coordinate system Classic 3D lt Height Orthometric or The height mode to be used in the determination Mode gt Ellipsoidal of a coordinate system Next step IF THEN lt Transfrm Type Onestep gt or lt T
5. Store Start Logging HNonitor CQ 3D CQ Limit CONT DHASK DBX Pts amp Codes Controlled CONT F1 To accept changes and return to the screen from where this screen was accessed DMASK F3 Available for lt Log Auto Pts Yes gt To configure what is viewed in the Auto page in the Survey application program Description of fields Field Option Description lt Log Auto Yes or No Pts gt Activates or deactivates the logging of auto points and all fields on this screen lt Log By gt Time Distance Height Diff Dist or Ht Stop amp Go Auto points are logged according to a time interval The time interval is independent from the update interval for the position on the screen The difference in distance from the last stored auto point which must be reached before the next auto point is logged The auto point is logged with the next available computed posi tion The height difference from the last stored auto point which must be reached before the next auto point is logged The auto point is logged with the next available computed position Before the next auto point is logged either the difference in distance or the minimal difference in height must be reached The auto point is logged with the next available computed posi tion An auto point is stored when the position of the antenna does not move more than the distance configured in lt Stop
6. User input Time amp Date Available unless lt Auto Pts Time amp Date gt in CONFIGURE ID Templates The identifier for auto points The configured ID template for auto points is used The ID can be changed To start a new sequence of point ID s type over the point ID Available for lt Auto Pts Time amp Date gt in CONFIGURE ID Templates The current local time and date is used as identifier for auto points lt Code Auto gt Survey Auto Points Choicelist GPS1200 The thematical code for the auto point ee Ifa point code is selected then any open line area is closed The occupied point is stored with the selected code idependently of any line area Ifa line code is selected then any open line is closed and a new line with the selected code is created The line ID is defined by the configured line ID template The occupied point is assigned to that line The line stays open until it is closed manually or another line code is selected Ifan area code is selected then the behav iour is as for lines Available for lt Thematc Codes With Codelist gt The setting for lt Show Codes gt in CONFIGURE Coding amp Linework determines if either all codes or only point codes are avail able The attributes are shown as output input or choicelist fields depending on their definition 137 Field Option Description User input Available for lt Thematc Codes Without Codel
7. www leica geosystems com Geosys tems
8. Copying and editing cross section templates is similar to creating a new cross section template For simplicity the screens are called MANAGE XX Template Type in a name for the new cross section template Next step PAGE F6 changes to the Elements page The elements existing in the template are listed Description of columns Field Description No The number of the element Code The code assigned to the element is displayed if no code is assigned to the element Code Type The type of the code assigned to the element Next step IF THEN the creation of a STORE F1 template is finished added an element is to be ADD F2 or gt ADD F5 Refer to paragraph X SECTION Add Element edited an element is to be EDIT F3 Refer to paragraph X SECTION Add Element GPS1200 159 X SECTION Add Element 160 The functionality of the screens X SECTION Insert Element and X SECTION Edit Element in Template is very similar HEFE IE 4 oe Ue T R iil CONT F1 X SECTION H To add the element at the end of the Add Element Element Wo cross section template or to store the changes To return to the screen from Code Type d Thematic Codeshu where this screen was accessed Code TOE 4 NEXT F5 Code Desc Bottom of Bank Available in X SECTION Add Element To add the element at the end of the cross section template To wat stay in
9. Determine Coordinate System One GPS1200 73 Point Localisation 5 2 2 Computing the Grid Scale Factor for Twostep Transformations Access step by step DET C SYS Compute Grid Scale Factor 74 Step Description 1 Refer to 5 1 Accessing Determine Coordinate System One Point Local isation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Twostep gt Continue to DET C SYS Step 5 Determine Scale Select lt Method Compute CSF gt A en GRID F2 to access DET C SYS Compute Grid Scale Factor Description of fields Field Option Description lt Method gt User Entered Known Local Pt Grid scale factor can be manually typed in Grid scale factor is computed using the position of a known local point lt Local Point gt Choicelist Available for lt Method Known Local Pt gt The point ID of the point chosen from lt Local Pts Job gt The grid scale factor is computed using this point and the projection selected in DET C SYS Step 2 Choose Parameters lt Grid SF gt User input Output Available for lt Method User Entered gt To type in the grid scale factor Available for lt Method Known Local Pt gt The computed grid scale factor Next step CONT F1 returns to DET C SYS Step 5 Determine Scale GPS1200 Determine Coordinate System One Point Localisation 5 2 3 Access
10. Manage Codelists can be selected Output Codes have already been stored in the selected lt Job gt lt DTM Job gt Choicelist Available for Stakeout if lt Use DTM DTM only gt and lt Use DTM DTM amp Stake Job gt in STAKEOUT Configuration Heights page Available for Reference Line if lt Heights Use DTM Model gt in REFLINE Configuration Heights page To select a DTM to be staked and to select the active DTM layer to be used Heights are then staked out relative to the selected DTM lt Config Choicelist The active configuration set Set gt lt Antenna gt Choicelist The antenna currently defined to be used in the selected configuration set Description of fields for Determine Coordinate System Field Option Description lt Name gt User input A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces Input is mandatory C __ Entering the name of an existing coor dinate system will allow that system to be updated lt WGS84 Pts Choicelist The job from which the points with WGS84 coor Job gt dinates will be taken lt Local Pts Choicelist The job from which the points with local coordi Job gt nates will be taken lt Method gt Choicelist Method used to determine the coordinate system Next step IF the application program THEN is to be accessed CONT F1 ac
11. Output Slope distance between the start point and the reference point lt AHt Arc gt Output Height difference between the reference point on the arc and the measured point lt AHt DTM gt Output Height difference between the measured point and the DTM lt Design Ht gt User input Allows input of the design height of the target point lt AHt Design gt Output Height difference between the lt Design Ht gt and the height of the current position lt AHt Hinge gt Output Height difference from the current position to the hinge Next step PAGE F6 changes to the Slope page 09 42 fy amp u ae a x A g REFLINE A L Sat Neasure Points Ref ine Tone Point ID Current Slope 5 760 1hv AOffset 106 029 n ALine 145 656 n Cut 189 999 n Height 1638 260 m 3D CQ 0 011 A at ocuPY LINE STAKE PAGE GPS1200 OCUPY F1 To start measuring the point The position mode icon changes to the static icon F1 changes to STOP The difference between the current position and the point being staked is still displayed STOP F1 To end measuring the point The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the measured point F1 changes to OCUPY LINE F4 To define select a reference line arc STAKE F5 To define reference line offsets to be staked out in relation to the reference line 93 94 SHIFT CONF F2 To configure the refer
12. 86 Hidden points siiin aeni 141 Enter manually csicsas 83 Post processed kinematic operations 126 MaAMAQe ics ccea tie ferce nettle pes cee esntotee Rees eee ete 82 Preparations ccccceecceeeeeeeeeeeeeeeeeeeeeeeeeee 121 M as re to oinin ainahan deeseene 91 Real time reference operations 0 127 Select from job sssssssssssesessieesrresrrrseerrnesnrn 85 Real time rover operations ceeee 129 Stake to Static operations Reference plane Survey Cross Section Tilted Direction Reference point Methods Reference station last used eeeeeeees 127 Surveying points cccccceeeeeeeeeeeeeeeeeeeteeeeeee 121 REM A o prenan Vrana i LE AERE 40 Residual T i Check for averaged positions 129 Target height hidden point measurements 149 Distribution COGO Shift Rotate amp Scale 44 Target point eee ara caine rahe 79 Distribution throughout transformation area 56 Template Survey Cross Section 153 158 Results hidden point measurements 143 TMPLT A evenecnen pemet iter 179 146 Resurvey staked point c ccecsseeeeeeeeeeees 119 Transformation RSLT ee eee ne fi RERUNS IIIS ctteecniacecnntemn rom eidontton ee RSLT2 cccsessscssssssessssesssssssssersssssseensssssvceseseeeee 34 icsechcasica page eas recto cart cater G3 RUN enna ene Ons 108 123 2k Part hatetarocintcnintenimeanraaiss 29 RX1200 Traverse COGO calculation met
13. F2 To configure the reference line arc Description of fields Field Option Description lt Task gt Choicelist Defines the task to be performed lt Chainage gt User input Available for lt Use Chainages Yes gt in REFLINE Configuration General page Defines the chainage of the start point of the reference line arc lt Method gt Choicelist The method by which the reference line arc will be defined Depending on the chosen lt Task gt various options are available lt Start Choicelist The start point of the reference line arc Point gt lt Second Choicelist Available for lt Method 3 Points gt The second Point gt point of the reference arc lt End Point gt Choicelist Available for lt Method 2 Points gt lt Method 3 Points gt and lt Method 2 Points Radius gt The end point of the reference line arc lt Line Output Available for lt Ref to Use Manually Enter gt with lt Method 2 Points gt Length gt GPS1200 83 REFLINE Choose Task amp Reference Line Map page 84 Field Option Description The horizontal grid distance between lt Start Point gt and lt End Point gt of the line is displayed if the distance cannot be calcu lated lt Azimuth gt User input Available for lt Method Pt Brg Dst Grade gt and lt Method Pt Brg Dst AHt gt The azimuth of the reference line lt Horiz Dist gt User in
14. ID s as the points to be staked Adds the setting for lt Prefix Suffix gt in front of the original point ID s Adds the setting for lt Prefix Suffix gt at the end of the original point ID s lt Prefix Suffi x gt User input Available for lt Store Pt ID Prefix gt and lt Store Pt ID Suffix gt The identifier with up to four characters is added in front of or at the end of the ID of the staked point GPS1200 113 STAKEOUT Configuration Checks page STAKEOUT Configuration Heights page 114 Next step PAGE F6 changes to the Checks page Description of fields Field Option Description lt Pos Yes or No Allows a check to be made on the horizontal Check gt coordinate difference between the staked point and the point to be staked lt Pos Limit gt User input Available for lt Pos Check Yes gt Sets the maximum horizontal coordinate difference accepted in the position check lt Height Yes or No Allows a check to be made on the vertical differ Check gt ence between the staked point and the point to be staked lt Height User input Available for lt Height Check Yes gt Sets the Limit gt maximum vertical difference accepted in the height check lt Beep near Yes or No The receiver beeps when the horizontal radial Pt gt distance from the current position to the point to be staked is equal to or less than defined in lt
15. Refer to paragraph REFPLANE New Refer ence Plane General page GPS1200 Reference Plane REFPLANE New Reference Plane General page REFPLANE New Reference Plane Points page Reference Plane IF THEN a plane is to be edited lt Plane to Use Select From Job gt Highlight lt Ref Plane gt ENTER to access REFPLANE Manage Reference Planes EDIT F3 to access REFPLANE Edit Reference Plane General page Refer to REFPLANE New Reference Plane General page Ee Editing a reference plane is similar to creating a new reference plane For simplicity only REFPLANE New Reference Plane is explained CONT F1 accessses REFPLANE Measure Points on Plane Reference page Refer to 7 4 Measuring Points to a Reference Plane points are to be measured to a plane Description of fields Field Option Description lt Ref Plane gt User input The ID of the new reference plane lt No of Output Number of points used for plane definition Points gt lt Std Devia Output Standard deviation of used points for plane defi tion gt nition is displayed unless more than four points are used to define the plane lt Max Ad gt Output Maximum distance between measured point and defined plane is displayed unless more than four points are used to define the plane Next step PAGE F6 changes to REFPLANE New Reference Plane Points page
16. Slope Dist 421 992 n To change lt From gt and lt To gt for Grade 6 856 1hv the COGO calculation z 7 SHIFT CONF F2 STORE REVRS SURVY PAGE To configure the COGO application program SHIFT QUIT F6 To not store the calculated results and exits COGO calculation Description of fields Field Option Description lt From gt or Choicelist The point ID of the known points lt To gt C ___ Totype in coordinates for a known point open the choicelist when lt From gt or lt To gt is highlighted Press NEW F2 to create a new point lt Azimuth gt Output The direction from the first to the second known point lt HDist XX gt Output The horizontal distance between the two known points lt A Height gt Output The height difference between the two known points lt Slope Dist gt Output The slope distance between the two known points lt Grade gt Output The grade between the two known points lt A Easting gt Output The difference in Easting between the known point and the current position lt A Northing gt Output The difference in Northing between the known points GPS1200 23 24 Next step Step Description 1 PAGE F6 changes to the Map page 2 STORE F1 stores the result For lt Write Logfile Yes gt in COGO Configuration Logfile page the result is written to the logfile GPS1200 COGO 2 5 COGO Calculation Traverse Method Diagrams Acce
17. gt P2 Hidden point a Bearing from P2 to PO GPS12_072 PO Known point P1 Auxiliary point lt Azimuth Pt gt P2 Hidden point a Bearing from PO to P2 GPS12_87 PO Known point P1 Hidden point d1 Slope distance d2 Horizontal distance a Elevation angle GPS1200 Survey Hidden Points 11 3 Hidden Point Measurement Including Heights Diagram Requirements Access HIDDEN PT Hidden Point Meas urement PO Known point P1 Target point P2 Hidden point a Height of PO b Height of P2 a d1 d4 d3 d1 Device height Height of hidden point measurement device above PO d2 Slope distance d3 Target height Height of P1 above P2 d4 Height difference between hidden point measurement device and P1 d5 Horizontal distance A PO GPS12_058 lt Compute Ht Yes gt in CONFIGURE Hidden Point Measurements lt Height Offset Device amp Trgt Ht gt in CONFIGURE Hidden Pt Device Offsets Press H PNT F5 in SURVEY Survey Job Name Survey page Most of the fields and softkeys are identical to those available for hidden point meas urements without heights Refer to 11 2 Measuring Hidden Points for information on the identical fields and softkeys sesh efe A a Aad HIDDEN PT Hethod Point 200 a Azimuth 20 0000 g Horiz Di t 26 000 n Height 1 800 n HGTS F3 Uaf To define the device and the target CALC _HGTS height Description of field
18. 09 32 rE eer ae E OCUPY F1 VOLUMES To start measuring the surface point Surface Points ESS vat fon F1 changes to STOP Survey Pinde Annnt Ma Point ID ee STOP F1 To end measuring the surface point F1 changes to STORE Antenna Ht 2 000 n STORE F1 To store the measured surface point F1 changes to STORE 3D Ca 0 010 nm mar NEAR F2 OCUPY NEAR gt BNDY H PNT PAGE To search lt Volumes Job gt for the point nearest to the current position when the key is pressed The point is selected as the point to be measured and is displayed in the first field on the screen Available when OCUPY F1 is displayed gt BNDY F3 gt SURF F3 To change the class of the point to be measured between surface point and boundary point SHIFT CONEC F3 and SHIFT DISCO F3 To dial the number of the reference station configured in the active configuration set and to hang up immediately after the survey is completed Available for OCUPY F1 or STORE F1 being displayed and for real time devices of type digital cellular phone or modem SHIFT INIT F4 To force a new initialisation Avail able for OCUPY F1 or STORE F1 being displayed and for configuration sets allowing phase fixed solutions SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template GPS1200 165 166 Descrip
19. 4 Store Coord System The shifts in the X Y and Z directions are displayed Next step STORE F1 stores the coordinate system to the DB X attaches the system to lt WGS84 Pts Job gt that was selected in DET C SYS Determine Coord System Begin and returns to GPS1200 Main Menu GPS1200 Determine Coordinate System One Point Localisation 5 4 Computing Required Azimuth Se Description Access step by step DET C SYS Compute Required Azimuth Available for lt Method Two WGS84 Points gt and lt Method User Entered gt in DET C SYS Step 4 Determine Rotation Allows two local points to be chosen from lt Local Pts Job gt selected in DET C SYS Determine Coord System Begin between which the required azimuth will be computed This azimuth is then used with an azimuth between two WGS 1984 points chosen from lt WGS84 Pts Job gt selected in DET C SYS Determine Coord System Begin to calculate the rotation of the transformation The computed required azimuth appears in the lt Reqd Azimuth gt field for lt Method Two WGS84 Points gt and the lt Rotation gt field for lt Method User Entered gt in DET C SYS Step 4 Determine Rotation Step Description 1 Refer to 5 1 Accessing Determine Coordinate System One Point Local isation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt Continue to DET C SYS Step 4 D
20. CALC PAGE F6 No Surf Pts 93 i ie indy Pis 33 To change to another page on this screen Last Pt ID 1000 SHIFT CONF F2 Last Pt Date asics To configure the program Last Pt Time Lae SHIFT DEL S F4 CONT PAGE To delete the surface Description of fields Field Option Description lt Surface Name gt Choicelist Name of the surface to be triangulated lt No Surf Pts gt Output Number of the measured surface points lt No Bndy Pts gt Output Number of the measured boundary points lt Last Pt ID gt Output ID of the last measured point of the chosen surface lt Last Pt Date gt Output Date of the last measured point of the chosen surface lt Last Pt Time gt Output Time of the last measured point of the chosen surface Next step CONT F1 continues to the VOLUMES Boundary Definition screen 09 48 My L1 e a SYR VOLUMES Le is 7 2 pr CALC F1 e Definition x To start calculating the triangulation Height and to access to the VOLUMES 1641 0700 Triangulation Results 1641 550 1001 1641 060 ADD 1 F2 ty 4007 1640 610 To add points from the active job to 1008 1640 260 the surface 1009 1640 870 UP F3 i Lee ius To move the focused point one step CALC ADD 4 UP DOWN MORE PAGE up within the boundary definition DOWN F4 To move the focused point one step down within the boundary definition GPS1200 167 The Extra menu 168 SHIFT
21. CONT F1 l nagfile Write Logfile To accept changes and return to the File Name logfile txt4 screen from where this screen was Format File accessed SHIFT ABOUT F5 To display information about the program name the version number aT the date of the version the copyright CONT and the article number Description of fields Field Option Description lt Write Yes or No To generate a logfile when the application Logfile gt program is exited lt File Name gt Choicelist Available for lt Write Logfile Yes gt The name of the file to which the data should be written lt Format Choicelist Available for lt Write Logfile Yes gt A format file File gt defines which and how data is written to a logfile Format files are created using LGO Next step PAGE F6 returns to the screen from where this screen was accessed GPS1200 Volume Calculations 13 3 Survey Points Description VOLUMES Surface Points Survey page Volume Calculations To measure points to a new surface or to an existing surface in the active job If no surfaces currently exist in the active job the user has to enter a New Surface first in VOLUMES Choose Task amp Surface The menu items Triangulate Surface and Compute Volume within the VOLUMES Volumes amp Surfaces Menu are marked grey if no surface exists in the active job The pages shown are those from a typical configuration set
22. GPS1200 Stakeout Description of fields NEAR F2 To search lt Stakeout Job gt for the point nearest to the current position when the key is pressed The point is selected as the point to be staked and is displayed in the first field on the screen Available when OCUPY F1 is displayed REVRS F3 To reverse the graphic top to bottom SURVY F5 To survey additional points which may be needed during staking out To return to Stakeout application program press SHIFT QUIT F6 or ESC Available for OCUPY F1 being displayed SHIFT CONF F2 To configure the Stakeout application program Available for OCUPY F1 being displayed SHIFT CONEC F3 and SHIFT DISCO F3 To dial the number of the reference station configured in the active configuration set and to hang up immediately after the survey is completed Available for OCUPY F1 or STORE F1 being displayed and for real time devices of type digital cellular phone or modem SHIFT INIT F4 To force a new initialisation Available for OCUPY F1 or STORE F1 being displayed and for configuration sets allowing phase fixed solutions Field Option Description First field on Choicelist The point ID of the point to be staked the screen lt hA gt User input The default antenna height as defined in the active configuration set is suggested Changing the antenna height here does not update the default antenna height as defined in the active co
23. ID according to the ID template Description of fields Field Option Description lt PointID gt User input The point ID of the target point to be staked lt Stake User input The offset from the reference point to the target Offset gt point lt Along User input Available for lt Task Stake to Line gt Horizontal Line gt distance from the start point to the reference point along the reference line lt Along Arc gt User input Available for lt Task Stake to Arc gt Horizontal distance from the start point to the reference point along the reference arc lt Chainage gt User input Chainage along the line arc This is the chainage of the start of the reference line arc plus lt Along Line gt lt Along Arc gt Reference Line GPS1200 95 REFLINE XX Stakeout Ref XX page 96 Field Option lt Height User input Available for lt Edit Height No gt unless Offset gt lt Heights Use DTM Model gt in REFLINE Configuration The height offset of the target point is calculated as the height of the start reference point plus lt Height Offset gt Available for lt Edit Height Yes gt in REFLINE Configuration Heights page The suggested height is the height of the start reference point Description lt Design Ht gt User input Next step CONT F1 accepts changes and continues to REFLINE XX Stakeout Ref XX page This screen co
24. Method Double Bearing gt and lt Method Back Brng amp Dist gt CS When a hidden point measurement device is attached to the receiver to measure the azimuth the value is automatically transferred lt Horiz Dist gt User input The horizontal distance from the known point to the hidden point Available for lt Method Brng amp Distance gt lt Method Double Distance gt and lt Method Back Brng amp Dist gt CS When a hidden point measurement device is attached to the receiver to measure the distance the value is automatically transferred lt Location gt Choicelist The location of the hidden point relative to the line from lt Point A gt to lt Point B gt Available for lt Method Double Distance gt and lt Method Chainage amp Offset gt lt Chainage gt User input The chainage from one known point along the line between the two known points Available for lt Method Chainage amp Offset gt When a hidden point measurement device is attached to the receiver to measure the distance the value is automatically transferred lt Chainage From gt Choicelist The point from where the chainage has been measured Looking from this point a positive chainage is into the direction of the second known point A negative chainage is into the opposite direction of the second known point Available for lt Method Chainage amp Offset gt lt Offset gt Use
25. Next step PAGE F6 changes to REFLINE Choose Task amp Reference Line Map page The Map page provides an interactive display of the data When editing a reference line arc this page is a Plot page and the reference line arc can be viewed but not defined using this page Next step STORE F1 stores the changes and returns to REFLINE Manage Reference XX GPS1200 87 6 3 4 Defining Reference Line Arc Offsets Description Access step by step REFLINE Define Offsets 88 A reference line can be offset shifted and rotated a reference arc can be offset Step Description 1 Refer to 6 3 Managing Reference Lines Arcs to access REFLINE Choose Task amp Reference Line 2 OFSET F4 to access REFLINE Define Offsets This screen contains different fields depending on the options chosen for lt Heights gt in REFLINE Configuration Heights page and lt Task gt in REFLINE Choose Task amp Reference Line Reference page 12 53 ea 3 E REFLINE Define Offsets Offset Line FELLJ n Shift Line 5 000 nm Height Offset 0 000 a Rotate Line 0 000 g CONT F1 To confirm the selections and to return to the previous screen mrar SHIFT CONF F2 CONT To configure the reference line arc Description of fields Field Option Description lt Offset User input Distance to horizontally offset reference line arc to Line gt or the left or right lt Offset
26. Onestep gt Description of fields Field Option Description lt Method gt User Entered Known WGS84 Pt or Known WGS84 Ht Method of determining the scale factor of the transformation For lt Transfrm Type Onestep gt and lt Method User Entered gt Description of fields Field Option Description lt Scale gt User input Allows the scale factor to be typed in manually For lt Transfrm Type Onestep gt and lt Method Known WGS84 Pt gt Description of fields Field Option Description lt WGS84 Choicelist WGS 1984 point from which the scale factor will Point gt be calculated The scale factor is calculated using the height of the known WGS 1984 point lt Scale gt Output The calculated scale factor For lt Transfrm Type Onestep gt and lt Method Known WGS84 Ht gt Description of fields Field Option Description lt Known User input The WGS 1984 height of a point can be typed in Height gt The scale factor is calculated using this height lt Scale gt Output The calculated scale factor For lt Transfrm Type Twostep gt Description of fields Field Option Description lt Method gt User Entered or The default method for determining the Compute CSF Combined Scale Factor to be used in the trans formation process lt Grid SF gt Output Available for lt Method Compute C
27. RX1250Tc The name RX1210 is used throughout the manual and may also represent the touch screen models Only use the supplied stylus on the screens of the touch screen models This manual covers standard real time surveying applications Refer to the GPS1200 Technical Reference Manual for information about other functionality available Name Description Format S User Manual All instructions required in order to x x operate the product to a basic level are contained in the User Manual Provides an overview of the product together with technical data and safety directions GPS1200 Introduction Name Description Format B System Field Manual Describes the general working of the x product in standard use Intended as a quick reference field guide Application Programs Describes specific onboard application x x Field Manual programs in standard use Intended asa quick reference field guide The Road Runner application program is described in a separate manual Technical Reference Overall comprehensive guide to the x Manual product and program functions Included are detailed descriptions of special soft ware hardware settings and soft ware hardware functions intended for technical specialists Refer to the following resources for all GPS1200 documentation and software the SmartWorx DVD http www leica geosystems com downloads Intro
28. Rotate amp Scale They cannot be edited The remaining functionality of the calculation is very similar to COGO calculation shift rotate amp scale manual Refer to 2 8 COGO Calculation Shift Rotate amp Scale Manual Method Matching new points and editing matched points is very similar Step Description 1 Refer to 2 2 Accessing COGO to access COGO Match Common Points NEW F2 or EDIT F3 COGO Choose Matching Points or COGO Edit Matching Points lt Source Pt gt A point of origin for the calculation of the shifts and or rota tion and or scale lt Target Pt gt A target point for the calculation of the shifts and or rotation and or scale lt Match Type gt The type of match to be made between the points selected in lt Source Pt gt and lt Target Pt gt Position amp Height Position Only Height Only or None Select the points to be matched CS SURVY F5 To manually occupy a point and store it in the active job 4 CONT F1 returns to COGO Match Common Points n and adds a new pair of matched points to the matched points list The values for fixing the shifts the rotation and the scale are displayed Next step IF AND THEN a field displays the parameter needs to be highlight the field Enter the value fixed to a value of the parameter FIX F4 a field displays a the parameter needs to be highlight the field ADJST F4 value c
29. Rotation This screen contains different fields depending on the lt Method gt selected The Geelid for the softkeys given below are valid as indicated amp z giair oe ep e ermine otation CONT F1 Nethod Dee St Noe tO To confirm the selections and to continue with the subsequent screen INV F2 Available for lt Method Two WGS84 Rotation 0 000 g Points gt and lt Method User Wiat Entered gt To compute an azimuth CONT between two local points SURVY F5 To manually occupy a point and store it in lt WGS84 Pts Job gt Avail able when certain fields are high lighted Description of common fields Field Option Description lt Method gt Use WGS84 Method by which the rotation angle for the trans North formation is determined User Entered Convergnce Angle or Two WGS84 Points Determine Coordinate System One GPS1200 69 Point Localisation 70 For lt Method Use WGS84 North gt Description of fields Field Option Description lt Rotation gt Output Transformation will be rotated to North as defined by the WGS 1984 datum North is 0 00000 For lt Method User Entered gt Description of fields Field Option Description lt Rotation gt User input Allows the orientation of the transformation to be manually typed in or calculated in DET C SYS Compute Required Azimuth For lt
30. Stakeout application program is used to place marks in the field at predeter mined points These predetermined points are the points to be staked The points to be staked may e have been uploaded to a job on the receiver using LGO e already exist in a job on the receiver have been uploaded from an ASCII file to a job on the receiver using Main Menu Convert lmport ASCII GSI Data to Job A staked point can be manually occupied as a check Points can be staked using different modes Polar mode e Orthogonal mode Staking out is possible for lt R Time Mode Rover gt and lt R Time Mode None gt Points cannot be staked if the active coordinate system is different to that in which the points to be staked are stored For example the points to be staked are stored with local coordinates and the active coordinate system is WGS 1984 Heights can be taken into account from e the vertical component of a coordi a Digital Terrain Model nate triplet GPS1200 111 8 2 Configuring Stakeout Access STAKEOUT Configuration General page 112 Step Description 1 Press PROG 2 Highlight Stakeout 3 CONT F1 4 In STAKEOUT Stakeout Begin press CONF F2 to access STAKEOUT Configuration The explanations for the softkeys given below are valid for all pages unless other wise stated 13 51 yy ue sil BOS AR g STAKEOUT EA 8 s l x Sag ort Chec
31. Survey Job Name Survey page HIDDEN PT The setting for lt Method gt in this screen determines the availability of the subse Hidden Point Meas quent fields and softkeys urement 12731 ott Da aq EN HIDDEN PT 8 3 lt 481 CALC F1 Point eee oe To calculate the hidden point and to Point 400 4f display the results Azimuth 20 000 g EAO F2 Horiz Dist 26 000 n To change or enter an External Angle Offset Available for some methods when lt EAO Method New for Each Point gt or lt EAO Method Perma Wiat nent gt in CONFIGURE Hidden Point CALC Device Offsets DIST F2 To measure the distance without pressing DIST on the Disto Available for Leica Disto prof and Leica Disto prof a when a distance field is highlighted Survey Hidden Points GPS1200 143 SUN F3 The azimuth from the direction of the sun to a known point is computed The location of the hidden point can be away from the sun or in the direc tion towards the sun Ensure the shadow of the pole falls in the direc tion of the hidden point Available if lt Azimuth gt is highlighted AZMTH F4 To select or manually occupy an auxiliary point and to compute the azimuth The location of the auxiliary point can be in the direction towards the hidden point or away from the hidden point Available if lt Azimuth gt is highlighted POS F4 To determine chainage and offset of the current position relative to
32. calculates the result and accesses COGO XX Results For lt Method Brng Dist gt two results are calculated They are displayed on the Result1 page and the Result2 page For simplicity the title Result is used in the following The calculated coordinates are displayed The majority of softkeys is identical to those available for traverse COGO calcula tions Refer to 2 5 COGO Calculation Traverse Method for information on the identical softkeys Se E 4 Sire at us 9 1 amp 8 Ro Point ID Easting 546839 2089 n Northing 5250534 0847 n Ortho Ht 449 1579 m Ht Computed Using Average Qlat STORE COORD STAKE PAGE GPS1200 STORE F1 To store the result and return to COGO Intersection Input Input page For lt Method Brng Dist gt each result must be stored individu ally on the relevant page COORD F2 To view other coordinate types RSLT1 F3 or RSLT2 F3 To view the first and second result Available for lt Method Brng Dist gt STAKE F5 To access the Stakeout application program and stake out the calculated COGO point SHIFT ELL H F2 and SHIFT ORTH F2 To change between the ellipsoidal and the orthometric height Available for local coordinates SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template 31 Description of fields
33. codes during a survey The codes for the elements in the cross section to be surveyed are all stored and pre defined in a template The codes are then automatically changed after each point observation Templates are used to pre define the order of the codes for the survey A template pre defines e the coding sequence of a cross section e the type of coding Templates can be applied e to the ZigZag method or the Same Direction method e in either a forward direction or in a backward direction ZigZag Same Direction ey Poy j GPS12_168 GPS12_169 Survey Cross Section is possible for lt R Time Mode Rover gt and lt R Time Mode None gt GPS1200 153 12 2 Configuring Survey Cross Section Access Step Description 1 Press PROG 2 Highlight Survey Cross Section 3 CONT F1 4 In X SECTION Begin press CONF F2 to access X SECTION Configu ration X SECTION les Lie og a Ft YR Configuration X SECTION He iz 8 s l amp ote Sis remem x General page r CONT F1 Hethod gZag To accept changes and return to the Direction Forward 4 screen from where this screen was Show Attrib 1 4 accessed Show Dist x Yes 4 DMASK F3 Available for lt Display Mask gt being Display Mask lt None gt d highlighted on General page To edit lat the display mask currently being CONT displayed in this field SHIFT ABOUT F5 To display inform
34. dY gt Output Shift in Y direction lt Shift dZ gt Output Shift in Z direction lt Rotation gt Output Rotation of transformation lt Rotation X gt Output Rotation around the X Y or Z axis lt Rotation Y gt or lt Rotation Z gt lt Scale gt Output Scale factor used in transformation Either true scale or ppm lt Rot Orig X gt Output Position in the X direction of the origin of rota tion lt Rot Orig Y gt Output Position in the Y direction of the origin of rota tion GPS1200 65 DET C SYS Transformation Results Height page DET C SYS Transformation Results Rotn Origin page 66 Next step IF THEN lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt PAGE F6 changes to the Height page lt Transfrm Type Classic 3D gt PAGE F6 changes to the Rotn Origin page Description of fields Field Option Description lt Slope in X gt Output Tilt of the transformation in the X direction lt Slope in Y gt Output Tilt of the transformation in the Y direction lt Height Shift gt Output Shift in height between WGS 1984 datum and local datum Next step CONT F1 returns to DET C SYS Step 4 Check Residuals Description of fields Field Option Description lt Transf Model gt Output Classic 3D transformation model used for the transformation as defined in DET C SYS Classic 3D Parameters
35. defined offset Step Description 1 Refer to 1 1 Starting an Application Program to access REFPLANE Reference Plane Begin 2 CONT F1 to access REFPLANE Choose Task amp Reference Plane Description of fields Field Option Description lt Task gt Measure to The coordinates of measured points are calcu Plane lated relative to the reference plane lt Plane to Create New Defines a new reference plane Use gt Plane Select From Job Reference plane is selected in lt Ref Plane gt lt Ref Plane gt Choicelist Available for lt Plane to Use Select From Job gt The reference plane to be used lt No of Output Available for lt Plane to Use Select From Points gt Job gt Number of points used for plane definition for the plane shown in the lt Ref Plane gt lt Std Devia Output Standard deviation of used points for plane defi tion gt nition is displayed for less than four points lt Max Ad gt Output Maximum distance between a point and the calculated plane is displayed for less than four points lt Offset gt Output The offset method used as defined in REFPLANE XX Reference Plane Offset page lt Origin gt Output The origin method used as defined in REFPLANE XX Reference Plane Origin page Next step IF THEN anew plane is to be created CONT F1 accesses REFPLANE New Reference Plane General page
36. eerk for ie devices of type digital cellular phone 3D ca awis or modem Available for lt Auto Wiat CONEC No gt in CONFIGURE GSM OcuPY H_PNT PAGE Connection SHIFT AVGE F2 To check the residuals for the aver aged position Available for lt Aver aging Mode Average gt and for more than one measured coordinate triplet recorded for the same point GPS1200 129 Description of fields SHIFT ABS F2 To check the absolute difference between the measurements Avail able for lt Averaging Mode Abso lute Diffs gt and for more than one measured coordinate triplet recorded for the same point SHIFT INIT F4 Available for configuration sets allowing phase fixed solutions To force a new initialisation Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways e To start a new sequence of point ID s type over the point ID e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Antenna Ht gt User input The default antenna height as defined in the active configuration set is suggested Changing the antenna height here does not update the default antenna height as defined in the active configuration set lt 3D CQ gt Outpu
37. et be lighted To access REFPLANE Uaf Survey XX Measure a point to STORE DIREC PAGE define the positive plane direction Description of fields Field Option Description lt Use As Plane Coords Point results are additionally stored with X Y Z Origin gt coordinates based on the local plane coordinate system Instrumnt Points on the plane are transformed into the Coords national coordinate system lt X coord gt User input Available for lt Use As Origin Plane Coords gt or lt Z Enter local X or Z coordinate of origin The origin coord gt is defined as the projection of the measured point onto the calculated plane lt Point gt Choicelist Defines the direction of the Y axis Next step PAGE F6 changes to REFPLANE New Reference Plane Offset page GPS1200 Reference Plane REFPLANE SIE E amp U aan Al BON New Reference REF PLANE EE 7 126 amp aa Plane New Reference ee d General Points Origin Offset Plnt Offset page Define Offset a Point od Offset PtID IHi STORE F1 Orro aa To compute and store the reference plane OFSET F5 Available for lt Offset PtID gt being Ulaf highlighted Measure a point to STORE OFSET PAGE define the offset point Description of fields Field Option Description lt Define Choicelist An offset can be defined by a point or a distance Offset gt The defined plane is shifted along th
38. gt are always displayed Other fields may be displayed depending on the display mask configured O9 41 7N wb OS WR SURVEY E T A psi Survey Default x Survey Cade Auto Map Auto Pt ID Time amp Date Code Auto Road 4 Code Desc Edge of Road Hoving Ant Ht TT Nsd Auto Pts 12 3D ca 0 017 w Qlat STOP OCUPY OFST1 OFST2 PAGE GPS1200 START F1 To start logging of auto points and offset points if configured or for lt Log By User Decides gt to start the chain to which the auto points should be assigned The first auto point is stored STOP F1 To end recording of auto points and offset points if configured or for lt Log By User Decides gt to end the chain to which the auto points are assigned OCUPY F3 Available for STOP F1 To store an auto point at any time OFST1 F4 To configure recording of the first type of offset points Available for lt Store DBX Pnts amp Codes gt in SURVEY Configuration Auto Points page Survey Auto Points Description of fields OFST2 F5 To configure recording of a second type of offset points Available for lt Store DBX Pnts amp Codes gt in SURVEY Configuration Auto Points page SHIFT CONF F2 To configure auto points SHIFT QUIT F6 To exit the Survey application program Point information logged until pressing SHIFT QUIT F6 is saved in the database Field Option Description lt Auto Pt ID gt
39. gt is highlighted Description of fields Field Option Description lt Method gt The method by which the line will be defined 2 Points Uses two known points to define the line Pt Brg Dist Defines the line using a known point a distance and an azimuth of the line lt Start Point gt Choicelist The start point of the line lt End Point gt Choicelist The end point of the line Available for lt Method 2 Points gt lt Azimuth gt User input The azimuth of the line Available for lt Method Pt Brg Dist gt GPS1200 17 COGO Inverse Pt Line Result Result page 18 Field Option Description lt HDist Grid gt User input The horizontal distance from the start point to the end point of the line Available for lt Method Pt Brg Dist gt lt Inverse to gt The method by which the inverse will be calculated Known Point Uses two known points to define the line Current Position Defines the line using a known point a distance and an azimuth of the line lt OffsetPoint gt Choicelist The offset point Available for lt Inverse To Known Point gt Next step CALC F1 calculates the result and accesses COGO Inverse Pt Line Result 09 30 u 7 ON AR TOGO Pir TRES PE F1 Inverse Pt Line Result To store the result Result Pint Offset Point 92 SURVY F5 To manually occupy a point for the ALine Grid 36 825 n AO
40. here does not update the default antenna height as defined in the active configuration set The current 3D coordinate quality of the computed position lt 3D CQ gt Output Next step PAGE F6 changes to another page on this screen Observation times depend on Satellite geometry GDOP lonosphere Refer to lonospheric disturbance Baseline length Number of satellites Observation times for dual frequency receivers The following table is an approximate guide as it is impossible to quote observation times that can be fully guaranteed The quoted observation times are based on tests in mid latitudes under normal ionospheric disturbance with a dual frequency receiver Observation Minimum Baseline length Approximate observa method number of satel km tion time min lites GDOP lt 8 Static 4 15 30 10 15 4 gt 30 30 60 Observation times for single frequency receivers Providing recommendations for required observation times is more difficult for single frequency receivers than for dual frequency receivers The following table is an approximate guide since it is impossible to quote observation times that can be fully guaranteed A minimum of five satellites above 15 and a GDOP lt 8 must be avail able As arule of thumb the baseline observation time should be 5 min per km of the base line length with a minimum time of 15 min 2 3 4 5 6 7 8 9 10 gt
41. new point ID Output Available for lt Pt Input Pt ID Template gt A point ID can be selected from an ID template using TMPLT F3 lt Antenna User input Height of the antenna to be used during the Ht gt wake up session Changing the antenna height here does not update the default antenna height as defined in the active configuration set GPS1200 175 WAKE UP XX Wake Up Session Timing page 176 Next step PAGE F6 changes to the Timing page EES 4 Sit rN rie E 9 WAKE UP AB Edit Wake Up orca Ganeral Tiaing Start Date a Start Time 19 18 00 STORE F1 Start Occupat 19 20 00 To store the changes and to return to Duration 00 03 00 the screen from where this screen End Time 19 23 00 was accessed No of Repeat 5 TMPLT F3 matana NANIA pras Available for some options for lt Pt STORE PAGE Input gt To configure ID templates Description of fields Field Option Description lt Start Date gt User input Local date to start wake up session lt Start User input Local time to start wake up session There must Time gt be at least three minutes between consecutive wake up sessions No wake up session can coincide with another session lt Start User input Local time to start the point occupation two Occupat gt minutes after lt Start Time gt lt Duration gt From3 mins to Length of time the wake up session should last 48 hrs for lt End
42. of points This pair is added to the list A new point can be manually occupied Refer to wat paragraph Match points step by CALC NEW EDIT DEL MATCH RESID step EDIT F3 To edit the highlighted pair of matched points DEL F4 To delete the highlighted pair of matched points from the list MATCH F5 To change the type of match for a highlighted pair of matched points RESID F6 To display a list of the matched points used in the transformation calculation and their associated residuals SHIFT PARAM F5 To define the parameters to be used in the 2D transformation Refer to paragraph Fix parameters Description of columns Column Description Source Pt The point ID of the points of origin for the calculation of the shifts and or rotation and or scale Target Pt The point ID of the target points for the calculation of the shifts and or rotation and or scale GPS1200 COGO Match points step by step Fix parameters COGO Column Description Match The type of match to be made between the points This information is used in the transformation calculation Position amp Height Posi tion only Height only or None None removes matched common points from the transformation calculation but does not delete them from the list This can be used to help improve residuals Next step CALC F1 The calculated shift rotation and scale values are displayed in COGO Shift
43. or because satellites are obstructed for example by trees or tall buildings A hidden point can be calculated by measuring distances and or azimuths to the hidden point using a hidden point measurement device Or for distances a tape may be used e Additional auxiliary points may be manually occupied Bearings may be computed from previously occupied points A hidden point measurement device can be attached to the receiver such that the measurements are automatically transferred to the receiver Changing coordinates of a point which has been previously used in hidden point measurements does not result in the hidden point being recomputed Hidden point measurements are possible for lt R Time Mode Rover gt and lt R Time Mode None gt For lt R Time Mode None gt the hidden point can be calculated in LGO A hidden point can be measured by Bearing and distance e Chainage and offset Double bearing e Backwards bearing and distance e Double distance Heights are taken into account if configured Refer to the GPS System Field Manual for information on configuring height offsets Refer to the GPS System Field Manual for information on how to configure hidden point measurements lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt Auxiliary points are used to compute azimuths required for the calculation of hidden point coordinates Aux
44. page Ce la or a ET SURVEY BCAAs Survey Job2 OCUPY F1 Survey Pade Annnt Ma e Point ID To start logging of static observa tions The position mode icon changes to the static icon F1 Antenna Ht 1 382 nm changes to STOP STOP F1 3D ca 5 6140 To end logging of static observations E F aa when enough data is collected F1 OCUPY NEAR H_PNT PAGE changes to STORE STORE F1 To store the measured point F1 changes to OCUPY H PNT F5 To measure a hidden point SHIFT CONF F2 To configure auto points and hidden point measurements SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways To start a new sequence of point ID s type over the point ID GPS1200 123 Observation times 124 Field Option Description e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template The default antenna height as defined in the active configuration set is suggested lt Antenna Ht gt User input Changing the antenna height
45. point Access Refer to 2 2 Accessing COGO to access COGO Shift Rotate amp Scale COGO GPS1200 39 COGO Shift Rotate amp Scale Points page COGO Shift Rotate amp Scale Shift page 40 Listed are points which have been selected for shifting rotating and or scaling 11 38 a Fi x COGO i SE 2 z Shift Rotate amp oo ail x CALC F1 To perform the shift rotation and scale calculation and to continue with the subsequent screen Calculated COGO points are not yet stored ADD F2 To add all points from the active job aia t to the list Selected sort and filter CALC ADD ADD 1 REHOV NORE PAGE settings apply ADD 1 F3 To add one point from the active job to the list Selected sort and filter settings apply REMOV F4 To remove the highlighted point from the list The point itself is not deleted MORE F5 To display information about the codes if stored with any point the time and the date of when the point was stored and the 3D coordinate quality and the class SHIFT REM A F4 To remove all points from the list The points itself are not deleted SHIFT RANGE F5 To define a range of points from the active job to be added to the list Next step PAGE F1 accesses COGO Shift Rotate amp Scale Shift page The setting for lt Method gt in this screen determines the availability of the subse quent fields The softkeys are identical to those available for traverse
46. ters to be matched between points in both lt None gt datums Next step PAGE F6 changes to the Residuals page GPS1200 55 DET C SYS Configuration Residuals page DET C SYS Configuration Classic 3D page 56 Description of fields Field Option Description lt Easting gt User input The limit above which Easting residuals will be flagged as possible outliers lt Northing gt User input The limit above which Northing residuals will be flagged as possible outliers lt Height gt User input The limit above which Height residuals will be flagged as possible outliers lt Default None The method by which the residuals of control Residual 1 Distance or points will be distributed throughout the transfor Distbtn gt Multiquadratic mation area Next step PAGE F6 changes to the Classic 3D page The settings on this page define the parameters to be used in a Classic 3D transfor mation IF the value for a THEN the value for this parameter will be field is calculated any number fixed to that value Next step CONT F1 returns to DET C SYS Determine Coord System Begin GPS1200 Determine Coordinate System General 3 2 2 Access step by step DET C SYS Configuration Method page DET C SYS Configuration Onestep page Determine Coordinate System General Configuring Determine Coordinate System One Point Lo
47. the static icon F1 changes to STOP Easting 764338 9129 m STOP F1 Northing 252968 2938 n Height 584 4346 ae To end logging of static observations Ulaf when enough data is collected F1 OcUPY CHPR PLANE PAGE changes to STOP STORE F1 To store the measured point F1 changes to OCUPY CMPR F4 To calculate offsets to previously measured points PLANE F5 To edit the selected reference plane SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Offset APer d gt Output The perpendicular distance between current position and adjusted plane lt Offset AHt gt Output The vertical distance between current position and adjusted plane GPS1200 Reference Plane Next step PAGE F6 changes to REFPLANE Measure Points to Plane Map page REFPLANE Softkey Description Measure Points to Plane Map page SHIFT FACE F1 To access the face view of the plane SHIFT PLAN F1 To access the plan view of the plane Next step PAGE F6 changes to another page on this screen Reference Plane GPS1200 109 110 GPS1200 Reference Plane 8 Stakeout 8 1 Overview Description Stakeout modes ee Coordinate system Height source Stakeout The
48. to CONT mar SHIFT CONF F2 CALC To configure the program Description of fields Field Option Description lt Method gt Choicelist To calculate the volume of the triangulated surface using Stockpile volume between the triangulated surface and the plane defined by the boundary points of the surface Surface to Elev volume between the trian gulated surface and the height entered by the user Surface to Point volume between the trian gulated surface and the height of a selected point lt Surface Name gt Choicelist Surface chosen from the triangulated surfaces currently stored to the active job lt No Triangles gt Output Number of triangles from the triangulated surface Next step CALC F1 calculates the volume and continues to the VOLUMES Volume Calcu lation Results screen GPS1200 Volume Calculations VOLUMES Volume Calculation Results Summary page VOLUMES Volume Calculation Results Details page Volume Calculations 09 42 J ire a R OO AB VOLUMES 7 1 amp 6 Ro CONT F1 ma Calculation Results Computing the volume and access to uamary Details Map k Surface Name the VOLUMES Volume Calculation Results page F1 changes to CONT Area 24727 08 m Net Volume 228433 47 n PAGE F6 To change to another page on this screen mar SHIFT CONF F2 CONT PAGE To configure th
49. to the point to be staked lt 3D Diff gt Output Displays the spatial difference from the staked point to the point to be staked GPS1200 119 120 GPS1200 Stakeout 9 Survey General 9 1 Pre Survey Preparations Pre survey prepa rations step by step Survey General Step Description 1 Decide on the GNSS surveying technique 2 For static operations prepare an observation schedule 3 Organise the communication between the survey parties 4 Decide on the equipment setup e suiting the local conditions depending on the available equipment Get the required equipment together For real time reference and rover operations e Ifradios are used as real time device all radios must be configured for the same frequency range The radio on the reference must be config ured to transmit data The radio on the rover must be configured to receive data e If digital cellular phones are used as real time device all digital cellular phones must either be registered or equipped with a SIM card Data transfer must be supported Fully charge all batteries Check that there is enough spare memory available on the CompactFlash card or the internal memory if fitted 9 On the receiver select an job OR Create a new job 10 On the receiver select a typical configuration set for the GNSS surveying technique OR Create a new configuration set for the GNSS surveying techniq
50. 0 Next step CONT F1 closes the screen and returns to REFLINE Choose Task amp Reference Line GPS1200 Reference Line 6 4 Measuring to a Reference Line Arc Access step by step REFLINE Measure Points Ref XX page Reference Line Step Description 1 Refer to 6 3 Managing Reference Lines Arcs to access REFLINE Choose Task amp Reference Line 2 REFLINE Choose Task amp Reference Line lt Task Measure to XX gt 3 CONT F1 to access REFLINE Measure Points The fields available depend on the options chosen for lt Task gt in REFLINE Choose Task amp Reference Line Reference page and lt Heights gt and lt Edit Height gt in REFLINE Configuration Heights page IiE E E on yo A x ET OCUPY F1 REFLINE To start measuring the point The e Points position mode icon changes to the ef ine Slope Ma Point ID static icon F1 changes to STOP The difference between the current Antenna Ht 2 000 n AOffset 106 034 a position and the point being staked is still displayed ALine 145 664 nm AHt Design 17 057 n STOP F1 Desi A ji m A Ae tae a To end measuring the point The mr position mode icon changes to the ocuPY LINE STAKE PAGE moving icon F1 changes to STORE STORE F1 To store the measured point F1 changes to OCUPY LINE F4 To define select a reference line arc STAKE F5 To define reference line offsets to be staked
51. 1 returns to DET C SYS Step 3 Match Points n and adds a new line of matched points to the matched points list GPS1200 Determine Coordinate System Normal 4 3 Transformation Results Access step by step DET C SYS Transformation Results Position page DET C SYS Transformation Results Parameters page Determine Coordinate System Normal Step Description 1 4 1 Determining a New Updating a Coordinate System Follow the instructions to access DET C SYS Step 4 Check Residuals 2 RESLT F3 to access DET C SYS Transformation Results SHE E amp U7 DET C SYS 7 JA ransformation Results Paranatars M Origin Shift dX Shift dY Shift dz Rotation X Rotation Y Rotation Z Scale CONT wet Nib eae 665 0537 n CONT F1 2 41074 m To return to DET C SYS Step 4 365 9000 n Check Residuals 0 96799 SCALE F4 or PPM F4 E Hebe Available on the Position page To PEE switch between lt Scale gt displaying utaf the true scale and displaying the SCALE RMS PAGE ppm Description of fields RMS F5 or PARAM F5 To switch between the root mean square values of the parameters and the actual parameter values The name of the screen changes to DET C SYS Transformation Results rms when displaying rms values Field Option Description lt Shift dX gt Output Shift in X direction lt Shift
52. 10 Baseline length km GPS1200 Survey General Approximate 15 15 115 20 25 30 35 40 45 50 gt 60 observation time min lonospheric disturbance lonospheric disturbance varies with e day night At night it is much lower than during the day e month year e position on earth s surface The influence is usually less in mid latitudes than in polar and equatorial regions Signals from low elevation satellites are more affected by atmospheric disturbance than those from high satellites Survey General GPS1200 125 9 3 Post Processed Kinematic Operations Requirements Access step by step SURVEY Survey Job Name Survey page 126 lt R Time Mode None gt in CONFIGURE Real Time Mode e lt Log Raw Obs Static amp Moving gt in CONFIGURE Logging of Raw Obs Step Description fi Refer to 1 1 Starting an Application Program to access SURVEY Survey Begin SURVEY Survey Begin Check the settings Select a typical configuration set for post processed kinematic operations CONT F1 to access SURVEY Survey Job Name Refer to 9 2 Static Operations for information on the softkeys Next step PAGE F6 changes to another page on this screen GPS1200 Survey General 9 4 Real Time Reference Operations Requirements Access step by step SURVEY Set Up
53. 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt PI Point gt Choicelist The point of intersection of the two tangents Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt Point 2 gt Choicelist A point on the second tangent Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt Azimuth gt User input The azimuth of the line Available lt Method Pt Brg Dist gt lt HDist XX gt User input The horizontal distance from the start point to the end point of the line Available for lt Method Pt Brg Dist gt lt Radius gt User input The radius of the arc Available for lt Method 2 Points Radius gt lt Arc User input The length of the arc Available for lt Method 2 Length gt Tgnts Arc Lngt gt lt Chord User input The length of the chord Available for lt Method Length gt 2 Tgnts Chrd Lngt gt lt Offset Choicelist The offset point Available for lt Task Calc Base Point gt Point gt lt ALine XX gt User input Horizontal distance from start point to base point Available for lt Task Calc Offset Point gt GPS1200 35 COGO XX Results Result page 36 Field Option Description lt AArcDist User input Horizontal distance along the arc from start point XX gt to base point Available for lt Task Calc Offs
54. Arc gt Ee When an offset is applied to an arc the radius of the arc changes lt Shift Line gt User input Distance to horizontally shift reference line forward or back Available for lt Task XX Line gt unless lt Heights Use Ref Line gt in REFLINE Configura tion Heights page lt Height User input The vertical offset of the reference line arc Available Offset gt for lt Heights Use Start Point gt and lt Heights Use Ref Line gt lt DTM User input The vertical offset of the DTM model Available for Offset gt lt Heights Use DTM Model gt lt Rotate User input Angle by which to rotate the reference line Available Line gt for lt Task XX Line gt unless lt Heights Use Ref Line gt in REFLINE Configuration Heights page Next step CONT F1 closes the screen and returns to REFLINE Choose Task amp Reference Line GPS1200 Reference Line 6 3 5 Defining Reference Line Arc Slope Description Access step by step REFLINE Define Slope Reference Line It is possible to measure points and stake points on slopes related to a reference line arc A slope can be defined and cut fill values can then be displayed to the slope when measuring along the reference line arc The slope is a plane from the refer ence line arc and extends along the length of the reference line arc Slopes can be used when measuring to a reference line arc staking a point relative to a refe
55. COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The method by which the shift in A Easting A Northing and A Height will be determined lt From gt Choicelist Available for lt Method Use 2 Points gt The point ID of the first known point for calculating the shift GPS1200 COGO COGO Shift Rotate amp Scale Rotate page COGO Field Option Description lt To gt Choicelist Available for lt Method Use 2 Points gt The point ID of the second known point for calcu lating the shift lt Azimuth gt User input Available for lt Method Enter Bng Dst Ht gt The azimuth defines the direction of the shift lt HDist XX gt User input Available for lt Method Enter Bng Dst Ht gt The amount of shift from the original point to the calculated COGO points lt A Easting gt User input or The amount of shift in East direction output lt A Northing User input or The amount of shift in North direction gt output lt A Height gt User input or The amount of shift in height output Next step PAGE F6 accesses COGO Shift Rotate amp Scale Rotate page The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description
56. Dist from Pt gt lt Dist from User input Available for lt Beep near Pt Yes gt The hori Pt gt zontal radial distance from the current position to the point to be staked when a beep should be heard Next step PAGE F6 changes to the Heights page Description of fields Field Option Description lt Height User input Allows a constant height offset to be applied to Offset gt the height of the points or DTM being staked lt Edit Yes The height of the point to be staked is displayed Height gt while staking out The value can be changed No The height of the current position is displayed while staking out The value cannot be changed lt Use DTM gt Available if DTM Stakeout has been activated via a licence key No No DTM file is used The positions and heights of points in the selected lt Stakeout Job gt are staked out GPS1200 Stakeout Field Option Description DTM only Activates the stakeout of heights without posi tions Heights relative to the selected lt DTM Job gt are staked out No actual points are staked out DTM amp Stake The positions of points in the selected Job lt Stakeout Job gt are staked out Heights to be staked out are taken from lt DTM Job gt Next step IF THEN a logfile is to be PAGE F6 changes to the Logfile page Refer to 1 2 Config configured uration of a Logfile the configuration is CONT F1 to return to
57. FT NEXT F4 To select the next element of the cross section template The currently measured element will not be stored Available for STOP F4 being displayed SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Survey Cross Section Description of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways To start a new sequence of point ID s type over the point ID For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template lt Antenna User input The default antenna height as defined in the active Ht gt configuration set is suggested Changing the antenna height here does not update the default antenna height as defined in the active configuration set lt Template gt Choicelist The cross section template is closed is displayed if no template is defined Output The cross section template is open lt Element gt Output x Number of next element on active template y Total number of elements on active template lt Code gt Output The name of the code lt Stringline Output Available for lt String Attrib gt being a
58. Field Option Description lt Point ID gt User input The identifier for the COGO point The config ured point ID template is used The ID can be changed in the following way e To start a new sequence of point ID s type over the point ID e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Ortho Ht gt or User input The height of the first point used in the COGO lt Local Ell Ht gt calculation is suggested A height value to be stored with the calculated point can be typed in For lt Method TPS Obs TPS Obs gt the option is an output field lt Ht Computed gt Output The height modus being used in the COGO calculation Next step PAGE F6 changes to the Code page COGO The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter XX Results mines the availability of the fields and softkeys They are identical to those of themat Code page ical coding with without codelist Refer to the GPS1200 Technical Reference Manual for information on coding Next step PAGE F6 changes to the Plot page 32 GPS1200 COGO 2 7 COGO Calculation Line Arc Calculations Method Se Diagrams Line Calculation COGO The functionality of all screens and fields are similar for both the COGO line and COGO arc calculations For simplicity both COGO calculation methods are ex
59. GN os eeseesstecsteessteesteeesteesnecestessseesnsecsnanenenaes 105 lonospheric disturbance P L Parameters set for transformation 0 56 Last point orientate to PLANE ierat ine edain i 108 LAST reference position Point Layer DTM select e ceccccceccecescescessesessesseceeseesesess PAAU o AEAT E AAE N EETA EA T 131 Licence key ccecececescssssesesesesececessestststseseeesesesesseens 7 Auxiliary sssssssssissssssstssssssssssnnnsrsnenssnnnrrnnnnnnn 141 Line calculations Azimuth computation 0 ccceeceeeeeeeees 148 COGO calculation Method leann 33 Hidden so sisieudsscandavassdacscas aAA 141 Line orientate to Stakeout c cccececeeeeeees 113 Orientate to StakeOut 0 eee 112 Logie ere en nate armen rae iceereSe eee area 10 Point ID next available Real time rover operations c eee 130 M Static operations eerren 123 MATCH 0 ceeceeeeeeeeeeeeeeseseteeeeneieeasereneneereraes 44 60 IPOS aain ei i 144 Match Positive offset COGO c ceeeccesessseteteteeseeees 25 Point parameters s es 55 Post processed kinematic operations 126 PONS eaniaia arnai inii 44 60 ppm transformation results ccceeeeeeeeeeeeeees 65 Matching points edit ceeeeeeeeeeeteeeeeeeeeeees 64 Preparations pre survey 121 Maximum number PROG iriton a aaa aE a 7 Open application programs 7 Measured point ccccceeceeeeeeeeeeeeesseeeeeeseees R Mini
60. HOME F2 To move the focus to the top of the points list SHIFT END F3 To move the focus to the bottom of the points list SHIFT REM 1 F4 To remove the marked point from the surface SHIFT EXTRA F5 To access to the VOLUMES Extra Menu Next step SHIFT F5 continues to the VOLUMES Extra Menu screen ie Eat 09 35 oe Me VOLUMES Extra Menu 4 dd Many Points 2 Remove All Points 3 Sort Points By Time 4 Sort Points By Proximity 5 Compute Rubber Band Boundary CONT F1 To select the highlighted option and AT to continue with the subsequent CONT screen Menu Option Description lt Add Many Points gt Access Data Manage and all points that are in the list lt Remove All Points gt Method to remove all points that are indicated in the Boundary Definition points page lt Sort Method to sort all points in the Boundary Definition Points by Time gt points page by the time they were stored lt Sort Method to sort all points in the Boundary Definition Points by Proximity gt points page by the closest proximity lt Compute Method to define a new boundary as if a rubber band Rubber Band was placed around the points The current list of Boundary gt boundary points will be ignored Next step CONT F1 returns to the previous screen CALC F1 calculates the triangulation and continues to the VOLUMES Triangula tion Results screen GPS1200 Volume Calcul
61. Ht gt User input Available for hidden point measurement methods using two known points The height of the target point above the hidden point when measured from lt Point B gt Next step Step Description f CONT F1 to close the screen and to return to HIDDEN PT Hidden Point Measurement gt lt AHeight gt in HIDDEN PT Hidden Point Measurement still displays the positive or negative height difference between the centre of the hidden point measurement device and the target point The height of the hidden point measurement device above the ground and the height of the target point above the hidden point are applied when the hidden point is computed 2 HIDDEN PT Hidden Point Measurement Continue with the hidden point measurements 150 GPS1200 Survey Hidden Points Step Description When STORE F1 is pressed in HIDDEN PT Hidden Point Measure ment the height of the hidden point is computed and stored For hidden point measurement methods using two known points this is done for each known point In this case the height of the hidden point is the average Survey Hidden Points GPS1200 151 152 GPS1200 Survey Hidden Points 12 Survey Cross Section 12 1 Overview Description Template Cross section methods and direc tions Survey Cross Section The Survey Cross Section application program allows for the automatic changing of
62. Leica GPS1200 Applications Field Manual e Version 5 5 English when it has to be right eca Geosystems Introduction Purchase E Product identification Symbols Trademarks Validity of this manual Available documentation Congratulations on the purchase of a GPS1200 Series instrument To use the product in a permitted manner please refer to the detailed safety direc tions in the User Manual The type and the serial number of your product are indicated on the type plate Enter the type and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems authorized service workshop Type Serial No The symbols used in this manual have the following meanings Type Description cE Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner Windows and Windows CE are a registered trademark of Microsoft Corporation CompactFlash and CF are trademarks of SanDisk Corporation e Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respective owners e This manual applies to all GPS1200 instruments Differences between the various models are marked and described The RX1200 is available as RX1210 or with touch screen functionality as RX1210T RX1250X RX1250Xc RX1250T or
63. Method Convergnce Angle gt Description of fields Field Option Description lt Coord Choicelist Coordinate system to provide the direction of System gt grid North in the area where the control point used for determining the local coordinate system is located lt WGS84 Choicelist WGS 1984 point of which the convergence Point gt angle will be calculated lt Rotation gt Output The rotation of the transformation calculated as 0 00000 minus the computed convergence angle The field is updated as lt Coord System gt and lt WGS84 Point gt are changed For lt Method Two WGS84 Points gt Description of fields Field Option Description lt Point 1 gt Choicelist First point to use for computation of lt Azimuth gt lt Point 2 gt Choicelist Second point to use for computation of lt Azimuth gt lt Azimuth gt Output Computed azimuth between lt Point 1 gt and lt Point 2 gt lt Reqd User input The required grid azimuth computed between Azimuth gt two local points GPS1200 Determine Coordinate System One Point Localisation DET C SYS Step 5 Determine Scale Field Option Description lt Rotation gt Output The rotation of the transformation calculated as lt Reqd Azimuth gt minus lt Azimuth gt The field is updated as lt Point 1 gt lt Point 2 gt and lt Reqd Azimuth gt are changed Next s
64. N Hei 8 ee Na CONT F1 3 To select the highlighted cross section template and to return to the screen from where this screen was accessed NEW F2 To create a cross section template iat Refer to 12 4 2 Creating Editing a CONT NEW EDIT DEL copy Cross Section Template EDIT F3 To edit the highlighted cross section template Refer to 12 4 2 Creating Editing a Cross Section Template DEL F4 To delete the highlighted cross section template COPY F5 To create a cross section template based on the one currently high lighted Next step Step Description A highlight the desired cross section template 2 CONT F1 closes the screen and returns to the screen from where X SECTION Templates was accessed GPS1200 Survey Cross Section 12 4 2 Creating Editing a Cross Section Template Access ee X SECTION New Template General page X SECTION New Template Elements page Survey Cross Section Step Description 1 Open the choicelist for lt Template gt in X SECTION Survey Job Name General page 2 X SECTION Templates Is a cross section template to be created from scratch NEW F2 to access X SECTION New Template Is a cross section template to be created based on the one currently highlighted COPY F5 to access X SECTION New Template Is a cross section template to be edited EDIT F3 to access X SECTION Edit Template
65. Position gt within the lt Stop Time gt 132 GPS1200 Survey Auto Points Field Option User Decides Description An auto point is stored upon pressing OCUPY F3 in SURVEY Survey Job Name Auto page In the beginning the chain to which the auto points should be assigned must be started with START F1 In the end the chain must be closed with STOP F1 lt Log Every gt Available unless lt Log By Dist or Ht gt User input For lt Log By Distance gt and lt Log By Height Diff gt The difference in distance or height before the next auto point is logged For lt Log By For lt Log By Time gt The time interval before Time gt from the next auto point is logged 0 05s to 60 0s lt Min User input Available for lt Log By Dist or Ht gt The value Distance gt for the difference in distance before the next auto point is logged lt Min User input Available for lt Log By Dist or Ht gt The value Height gt for the height difference before the next auto point is logged lt Stop Posi User input Available for lt Log By Stop amp Go gt The tion gt maximum distance within which the position is considered stationary lt Stop Time gt User input Available for lt Log By Stop amp Go gt The time while the position must be stationary until an auto point is stored lt Store gt File Pts Only DBX Pnts amp Codes Se Changing this setting while au
66. Reference Station Survey General e lt R Time Mode Reference gt in CONFIGURE Real Time Mode A real time interface is configured correctly The real time device is attached to the receiver and working properly Step Description 1 Refer to 1 1 Starting an Application Program to access SURVEY Survey Begin SURVEY Survey Begin Check the settings Select a typical configuration set for real time refer ence operations CONT F1 to access SURVEY Set Up Reference Station The settings on this screen set the reference station and its coordinates Fe Sa al SURVEY x bas 5 EN i Set Up Reference Al Point ID mM Antenna Ht 4 3820 CONT F1 To accept changes and access the subsequent screen WGS84 Lat 47 24 32 30278 N COORD F2 WGS84 Long 37 03 07537 E To view other coordinate types Local WGS84 Ell Ht 488 1214 n A Uaf coordinates are available if a local CONT COORD HERE coordinate system is active LAST F3 To use the same coordinates as when the receiver was last used as reference station Available if the receiver has previously been used as reference station and if no point in the active job has the same point ID as the one last used as reference station HERE F4 To use the coordinates of the current navigation position as reference station coordinates SHIFT ELL H F2 and SHIFT ORTH F2 Available for local coordinate
67. SF gt The grid scale factor as computed in DET C SYS Compute Grid Scale Factor lt Height SF gt Output Available for lt Method Compute CSF gt The height scale factor as computed in DET C SYS Compute Height Scale Factor GPS1200 Determine Coordinate System One Point Localisation Field Option Description lt Combined User input Available for lt Method User Entered gt The SF gt scale factor can be typed in Output Available for lt Method Compute CSF gt The product of the grid scale factor and the height scale factor Next step CONT F1 continues to DET C SYS Step 6 Store Coord System DET C SYS The shifts in X and Y direction the rotation the scale factor of the transformation and Step 6 Store Coord the position of the origin of rotation is displayed System 43 37 poe Ce a STORE F1 DET C SYS fs n ZAB To store the coordinate system to the Store Coord site DB X attach the system to lt WGS84 me J New Coord System A Siit dk EE Pts Job gt that was selected in DET Shift dY 764436 0446 n Cc SYS Determine Coord System Rotation 0 00000 Begin and return to GPS1200 Main Scale 74 3342 ppn Menu Rot Orig X 0 0000 n SCALE F4 or PPM F4 Rot Orig Y 0 0000 n To switch between lt Scale gt Wiat displaying the true scale and STORE SCALE displaying the ppm Next step STORE F1 stores the coordinate system and returns to GPS1200 Main Menu
68. STAKEOUT Stakeout Begin followed finished by CONT F1 to access STAKEOUT XX Stakeout Stakeout GPS1200 115 8 3 Staking Out Diagrams Access STAKEOUT XX Stakeout Stake page 116 The diagrams show examples for staking out with lt Orientate To North gt Orthogonal mode A ePi J d2 d3 ry PO Current position P1 Point to be staked d1 d1 lt FORW gt or lt BACK gt d2 lt RGHT gt or lt LEFT gt GPS12_52 PO d3 lt FILL gt or lt CUT gt Polar mode e P1 PO Current position P1 Point to be staked d1 lt DIST gt d2 lt CUT gt or lt FILL gt a lt DIRC gt Refer to 8 2 Configuring Stakeout to access STAKEOUT XX Stakeout The pages shown are those from a typical configuration set An additional page is available when a user defined display mask is used 11 56 IERE 4 lt ay a 53 amo OCUPY F1 STAKEOUT B To start measuring the point being Orthogonal scorer ix staked F1 changes to STOP The difference between the current posi tion and the point being staked is still hA BACK 0 0049 n displayed LEFT 0 0061 a 2 STOP F1 cur lt 2 0603 6 To end measuring the point being area ar Sin staked F1 changes to STORE After ending the measurements the OCUPY NEAR REVRS SURVY PAGE differences between the measured point and the point to be staked are displayed STORE F1 To store the measured point F1 changes to OCUPY
69. Step 5 Determine Scale GPS1200 75 5 3 Determine Coordinate System Classic 3D Transformation Access DET C SYS Step 2 Choose Parameters DET C SYS Step 3 Choose Common Point DETC SYS Step 4 Store Coord System 76 Refer to 5 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 2 Choose Parameters Description of fields Refer to 5 2 Determine Coordinate System Onestep Twostep Transformation paragraph DET C SYS Step 2 Choose Parameters for information about the fields available Next step CONT F1 continues to DET C SYS Step 3 Choose Common Point ii ky Li ey a Some DET C SYS Mis i amp at Step 3 Choose lt r lt B gt CONT F1 To confirm the selections and to continue with the subsequent screen SURVY F5 maT To manually occupy a point and WGS84 Point Known Point Local Height Use WGS84 Pt Htd CONT SURVY store it in lt WGS84 Pts Job gt Description of fields Field Option Description lt WGS84 Choicelist The point ID of the control point chosen from Point gt lt WGS84 Pts Job gt lt Known Choicelist The point ID of the control point chosen from Point gt lt Local Pts Job gt lt Local Use WGS84 Pt The source of the height information to use in Height gt Ht or Use Local the transformation Pt Ht Next step CONT F1 continues to DET C SYS Step
70. T F1 continues to DET C SYS Step 3 Choose Common Point SHE PETATA H DET C SYS 7 Le Boas Step 3 Choose Common Point x Hatch Type Pos Onlykil CONT F1 To confirm the selections and to WGS84 Point 100 gt ti ith th b t Known Point 1007 continue wi e subsequen screen Match Height Yes SURVY F5 WGS84 Point zoo j Available for lt WGS84 Point gt being Known Point 200 highlighted To manually occupy a Wat point and store it in lt WGS84 Pts CONT SURVY Job gt Description of fields Field Option Description lt Match Pos amp Height Position and height are taken from the same pair Type gt of matching points Pos Only Position is taken from one pair of matching points The height can be taken from another pair of matching points GPS1200 Determine Coordinate System One Point Localisation DET C SYS Step 4 Determine Rotation Field Option Description lt wWGS84 Choicelist The point ID of the horizontal and or vertical Point gt control point chosen from lt WGS84 Pts Job gt lt Known Choicelist The point ID of the horizontal and or vertical Point gt control point chosen from lt Local Pts Job gt lt Match Yes or No Available for lt Match Type Pos Only gt Acti Height gt vates the determination of the vertical shift from a separate pair of matching points Next step CONT F1 continues to DET C SYS Step 4 Determine
71. Through Point gt is high lighted SHIFT CONF F2 To configure the COGO application program Field Option Description lt Divide By gt Choicelist This field defines how the size of the sub area is defined lt Using gt Parallel Line The border will be parallel to a line defined by lt Point A gt and lt Point B gt Perpendic Line Swing Line The border will be perpendicular to a line defined by lt Point A gt and lt Point B gt The border will be a line rotated around lt Rota tion Pnt gt by lt Azimuth gt lt Sub Area XX gt User input Output For lt Divide By Percentage gt and lt Divide By Area gt The size of the sub area must be typed either in or in m When dividing the area using a parallel or perpendicular line a reference line is defined by lt Point A gt and lt Point B gt The direction of the new dividing line is always the same as the direction of the reference line The sub area is always to the left of the new dividing line When dividing an area using a swing line the direction of the new dividing line is defined by the lt Rotation Pnt gt and the lt Azimuth gt The sub area is always to the left of the new dividing line For lt Divide By Defined Line gt The size of the sub area is calculated and displayed lt Point A gt Choicelist The first point of the line which is used as the reference for a
72. Time gt Output Time wake up session will end calculated from the start time and duration lt No of User input Number of times the wake up session should be Repeat gt repeated max 1000 lt Interval gt From 10 mins to Time interval between repeated wake up 168 hrs sessions Next step STORE F1 returns to WAKE UP Wake Up Sessions GPS1200 Wake Up ADD vine E Ge 40 ADDI pierin averni anini da ne ka eis Aenean 40 ADJS T sceivciiics denn dag aE Eaa 55 Application programs Open maximum NUMbE ssssssssseesieeseeeeeeeen 7 Area calculations COGO calculation method sses 33 Arrow orientate to esessseceessussassrrernsancrnnesnseae 113 AUTO POINTS isiu sianed onenn iak 131 COMTQUIPS sinscecedtteeecencteecsceteeatesepaatseeeearsetee lee 132 DIONE E E 133 Auxiliary points Azimuth computation s s s 148 Hidden point measurements 00e 141 Average check residuals cscceeeeeeeeees 129 AVGE Azimuth compute Determine Coordinate System Hidden point measurement ee B Backward in Survey Cross Section 0 154 Beep auto points eceeeeeeecceeeeeeeeteeteeeeeenee 134 c Chainage FORMAL saitei a iit 80 Reference Line ssireisiirisisiirisrerisisitiziria 79 COCO EN A A T 11 CONTI QUIG ieia arrea r Eae 13 Distance input output oe eee 13 Modify values sisirin 17 26 Combined Scale Factor 00 eee eeeeeeeeeees 72 Computatio
73. W GD WAKE UP B ZAB x Wake Up Sessions Na Start Date Start Time Repeat CONT F1 4 10 12 03 44 10 00 5 To return to the screen from where this screen was accessed NEW F2 To create a new wake up session EDIT F3 To edit a wake up session mrar DEL F4 CONT NEW EDIT DEL To delete a wake up session SHIFT DEL A F4 To delete all stored wake up sessions Description of columns Column Description No The wake up session number from 1 to 20 po Indicates which wake up session is next to be activated Start Date The local starting date of the wake up session Start Time The local starting time of the wake up session Repeat The number of times the wake up session will be repeated GPS1200 173 Next step IF THEN the wake up sessions do CONT F1 closes the screen and returns to the not need to be changed screen from where WAKE UP Wake Up Sessions was accessed a wake up session is to be NEW F2 Refer to 14 2 Creating a New Wake Up created Session Editing a Wake Up Session a wake up session is to be highlight the wake up session and EDIT F3 Refer to edited 14 2 Creating a New Wake Up Session Editing a Wake Up Session 174 GPS1200 Wake Up 14 2 Access step by step Se ese WAKE UP XX Wake Up Session General page Wake Up Creating a New Wake Up Session Editing a Wake Up Session Step Des
74. ade aa Peay AY PA N GPS12_147 b GPS12_148 a Height a Height b Easting b Easting N Northing N Northing P1 Origin of plane P1 Origin of plane X Xaxis of plane X Xaxis of plane Y Y axis of plane Y Y axis of plane Z Z axis of plane Z Z axis of plane GPS1200 101 Offset of the plane 102 TPS12_164 P1 X Y Z d1 d2 Origin of plane X axis of plane Y axis of plane Z axis of plane Positive offset Negative offset N P2 p A TPS12_164a P1 Origin of plane P2 Point defining offset of plane P2 P2 projected on original plane d1 Offset defined by P2 X X axis of plane Y Y axis of plane Z Zaxis of plane GPS1200 Reference Plane 7 2 Configuring Reference Plane Access step by Step Description step 1 Press PROG 2 Highlight Reference Plane 3 CONT F1 4 In REFPLANE Reference Plane Begin press CONF F2 to access REFPLANE Configuration REFPLANE GREETE He a ky Li ah at YR a CONT F1 Configuration REFPLANE 5 aa a a To accept changes and return to the Parameters page wae screen from where this screen was Display Nask MES accessed DMASK F3 Max tad for To edit the display mask currently Plane Bot 0 309 e being displayed Available when Display All Points f lt Display Mask gt is highlighted on Parameters page mar SHIFT ABOUT F5 CONT PAGE To display information a
75. ailable in COGO XX lt Store Pts MEAS or CTRL Defines the point class of COGO calculated and As gt stored points as MEAS or CTRL triplets lt Est Pos User input The estimated value for the position quality Qlty gt assigned to all calculated COGO points which is used for the averaging calculation GPS1200 13 COGO Configuration Residuals page 14 Intersection gt Field Option Description lt Est Ht User input The estimated value for the height quality Qity gt assigned to all calculated heights which is used for the averaging calculation lt TPS Obs Output text COGO method for which only the following TPS Obs configuration setting is valid lt Compute Using Average Defines the height being used within TPS Obs Ht gt Use Upper TPS Obs Intersection Height or Use Lower Height Next step PAGE F6 changes to the Residuals page This page applies to COGO Shift Rotate amp Scale Match Pts Description of fields Field Option Description lt Easting gt User input The limit above which Easting Northing Height lt Northing gt residuals will be flagged as possible outliers or lt Height gt lt Residual The method by which the residuals of the control Distbtn gt points will be distributed throughout the transfor mation area None No distribution is made Residuals remain with their associated points 1 Distance Distributes the r
76. alculated all parameters are CONT F1 to return to COGO configured Match Common Points n GPS1200 45 2 10 Diagrams 46 COGO Calculation Area Division Area division method lt Divide gt lt Using gt lt Shift gt iF By Defined Line Parallel Line By Distance 2 By Percentage Parallel Line 3 By Area Parallel Line PO lt Point A gt of defined line P1 lt Point B gt of a defined line ve P2 First new COGO i point L P3 Second new COGO point GPS12_160 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1 By Defined Line Perpendic Line By Distance 2 By Percentage Perpendic Line 3 By Area Perpendic Line PO lt Point A gt of defined line ae P1 lt Point B gt of we defined line a P2 First new COGO point X P3 Second new COGO point GPS12_161 d lt HDist XX gt GPS1200 COGO Access COGO Area division method lt Divide gt lt Using gt lt Shift gt Al By Defined Line Parallel Line Through Point PO P1 P2 lt Point A gt of defined line lt Point B gt of defined line lt Through Point gt in this case itis a known point of the existing border P3 New COGO point GPS12_164 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1
77. ally for the second third etc point on the line Next step CALC F1 to access COGO Segmentation Results The coordinates of the new points are calculated The heights are computed along the line assuming a linear slope between lt Start Point gt and lt End Point gt Field Option Description lt Number of Output Describes the number of resulting segments for Segments gt the line including the remaining segment if it applies lt Last Output Available for lt Method Segment Length gt The Segment length of the remaining segment Lgth gt Next step PAGE F6 changes to the Plot page GPS1200 COGO 2 8 COGO Calculation Shift Rotate amp Scale Manual Method Description The COGO calculation shift rotate amp scale manual applies shifts and or rotation and or scale to one or several known points The values for shifts and or rotation and or scale are typed in manually Diagrams a P19 i i P2o A Ka 5 Shift e pieis a Height Ka b Easting x P1 P2 Known point GPS12_155 P2 S227 P1 P2 Shifted point a Rotation eb 4 Height A p b Easting Lo PO lt Rotation Pt gt P1 P2 Known point GPS12_156 P1 P2 Rotated point a Scale pa a Height ae pgo b Easting 2 ae P1 lt Rotation Pt gt can be held a s eb Fa M fixed all other points are then 2 BY scaled from here po pa P2 P5 Known point GPS12_157 P2 P5 Scaled
78. ation about the program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Method gt ZigZag or Same Method by which subsequent cross sections will Direction be surveyed Refer to 12 1 Overview for a diagram lt Direction gt Forward The cross sections will be surveyed in the same way as the elements are defined in the selected lt Template gt in X SECTION Survey Job Name Backward The cross sections will be surveyed in the reverse way as the elements are defined in the selected lt Template gt in X SECTION Survey Job Name lt Show Choicelist Defines which attribute field is displayed in X Attrib gt SECTION Survey Job Name Useful if the surveyor is stringing can then see that the correct string attribute value is being used 154 GPS1200 Survey Cross Section Field Option Description lt Show Dist gt Yes or No Activates an output field in X SECTION Survey Job Name The horizontal grid distance from the current position to the point last surveyed for the same cross section will be displayed lt Display Choicelist The user defined display mask is shown in X Mask gt SECTION Survey Job Name Next step CONT F1 to return to X SECTION Begin followed by CONT F1 to access X SECTION Survey Job Name Survey Cross Section GPS1200 155 12 3 Surveying Cro
79. ations VOLUMES Triangulation Results Summary page Volume Calculations ess Ay L1 A a yN VOLUMES 7 le a Sat riangulation iar wal Suamary Details Map Surface Name DONE F1 To close the triangulation of the Arca 24727 08 m tio Tilengtee 2417 surface and return to Volumes Calculations Menu No Surf Pts 93 DXF F4 No Bndy Pts 33 To export the triangulation results to a DXF file on the data or root direc DONE DXF PAGE tory of the CF Card SHIFT CONF F2 To configure the program Description of fields Field Option Description lt Surface Name gt Output Name of the surface lt Area gt Output Area of the base plane lt No Triangles gt Output Number of triangles used within the trian gulation lt No Surf Pts gt Output Number of points inside the surface lt No Bndy Pts gt Output Number of boundary points of the surface Next step DONE F1 returns to the Volume Calculation Menu screen GPS1200 169 13 5 Compute Volumes Description VOLUMES Compute Volume 170 To compute the volume of an triangulated surface by using a reference 3D point or elevation or the stockpile method 09 29 Ezar EL VOLUMES Compute Volume Hethod f Stock Er Surface Name s4 CALC F1 Computing the volume and access to sai ae ae di the VOLUMES Volume Calculation Results page F1 changes
80. bout the application program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Display Choicelist The user defined display mask is shown in Mask gt REFPLANE Measure Points on Plane lt Max Ad for User input The maximum perpendicular deviation of a point Plane Def gt from the calculated plane lt Display gt This parameter defines the points displayed in the Plot and Map pages of the Reference Plane application program in the plan view All Points Displays all points Points in Slice Displays points within the defined lt Slice Width gt lt Slice User input Available for lt Display Points in Slice gt This Width gt distance is applied to both sides of the plane If lines and areas are to be displayed in a partic ular Map page then parts of lines and areas falling within the defined slice are also displayed Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile Reference Plane GPS1200 103 7 3 Description Access REFPLANE Choose Task amp Reference Plane 104 Managing Reference Planes A reference plane is used to measure points relative to the plane Measure to plane e Reference planes can be created edited stored and deleted in the active job The reference planes can be recalled for later use The plane can be shifted through a point or a
81. calculate a Classic 3D transforma tion as long as the rotations and the scale parameter are fixed Such a transforma tion fits perfectly in the vicinity of the common control point but is degraded by the distance from that point Two different methods for determining a coordinate system are available Coordinate system Characteristic Description determination method Normal Number of control points needed Transformation to use One or more control points for both the WGS 1984 and the local datum Onestep Twostep or Classic 3D depending on number of control points and available information One point localisation Determine Coordinate System General Number of control points needed GPS1200 One control point for both the WGS 1984 and the local datum 53 54 Coordinate system determination method Characteristic Description Transformation to use Onestep or Twostep when information about the necessary rotations and scale factor is known e Classic 3D when the rotations are to be set to zero and the scale factor to one GPS1200 Determine Coordinate System General 3 2 3 2 1 Access step by step DET C SYS Configuration Method page Determine Coordinate System General Configuring Determine Coordinate System Configuring Determine Coordinate System Normal Step Description 1 Press PROG Highlight Determ
82. calisation Step Description 1 Press PROG Highlight Determine Coordinate System CONT F1 CONF F2 to access DET C SYS Configuration a wN In DET C SYS Configuration Method page select lt Default Method One Pt Localistn gt The softkeys are identical to those available for lt Default Method Normal gt Refer to 3 2 1 Configuring Determine Coordinate System Normal for information on softkeys Description of fields Field Option Description lt Default Normal or One Method used to determine the coordinate Method gt Pt Localistn system lt Default Onestep The default transformation to be used when Transforma Twostep or determining the coordinate system tion gt Classic 3D lt Default Orthometric or The default height mode to be used when deter Height Ellipsoidal mining the coordinate system Mode gt Next step PAGE F6 changes to the Onestep page Description of fields Field Option Description lt Default Use WGS84 Rotate to North as defined by WGS 1984 Rotation gt North User Entered Rotation can be manually typed in Convergnce Angle between grid North and geodetic North at Angle a certain point Two WGS84 Rotation defined by two points on the Points WGS 1984 datum lt Default User Entered Height scale factor can be manually typed in Height SF gt Known WGS84 Pt GPS1200 Height scale fac
83. cepts the changes and starts the application program Refer to the relevant chapters GPS1200 Application Programs Getting Started IF the application program THEN is to be configured CONF F2 Refer to the relevant chapters Application Programs Getting Started GPS1200 1 2 Configuration of a Logfile Description A logfile is a summary of the calculations done while using an application program The logfile is written to the DATA directory of the CompactFlash card or internal memory if fitted The creation of a logfile can be activated while configuring an appli cation program a step by Step Description 1 Refer to 1 1 Starting an Application Program to access XX Begin 2 CONF F2 to access XX Configuration 3 PAGE F6 until the Logfile page is active XX Description of fields Configuration Logfile page Field Option Description lt Write Yes or No To generate a logfile when the application Logfile gt program is exited lt File Name gt Choicelist Available for lt Write Logfile Yes gt The name of the file to which the data should be written lt Format Choicelist Available for lt Write Logfile Yes gt A format file File gt defines which and how data is written to a logfile Format files are created using LGO Next step PAGE F6 changes to the first page on this screen 10 GPS1200 Application Programs G
84. cess DET C SYS Step 3 Match Points n 2 NEW F2 EDIT F3 to access DET C SYS Choose Matching Points DET C SYS Edit Matching Points Editing a pair of matched points is similar to creating a new pair of matching points For simplicity the screen is called DET C SYS XX Matching Points and differences are outlined SPE yli 7 o we DET C SYS a7 JA s A Choose Hatching Points WGS84 Point Known Point gt ET CONT F1 To accept the matching points and to Matoh Typo Pos amp Height continue with the subsequent screen SURVY F5 maT To manually occupy a point and CONT SURVY store it in the job Description of fields Field Option Description lt WGS84 Choicelist A WGS 1984 control point All WGS 1984 Point gt stored points from MANAGE Data Job Name can be selected lt Known Choicelist A local control point All local stored points from Point gt MANAGE Data Job Name of any class except NONE can be selected lt Match Pos amp Ht Pos The type of match to be made between the Type gt Only Height points selected in lt WGS84 Point gt and Only or None lt Known Point gt The options available depend on lt Transfrm Type gt in DET C SYS Step 1 Choose Transform Type Next step Step Description 1 Select a control point form both jobs that occupy the same position on the different datums 2 CONT F
85. cription 1 Refer to 14 1 Overview to access WAKE UP Wake Up Sessions 2 NEW F2 EDIT F3 to access WAKE UP New Wake Up Session WAKE UP Edit Wake Up Session Editing a wake up session is similar to creating a new wake up session For simplicity the screens are called WAKE UP XX Wake Up Session and differences are clearly outlined A new wake up session can still be created when there is no CompactFlash card fitted though there will be differences in the way the menu works New Wake Up Session Reneral Timin RT_Ref hi Config Set STORE F1 Job WGS84 Jobab To store the changes and to return to Pt Input From Job gt the screen from where this screen Point ID won was accessed Ant Ht 1 3360 TMPLT F3 nanna fata Available for some options for lt Pt STORE PAGE Input gt To configure ID templates Description of fields Field Option Description lt Config Choicelist The active configuration set for the wake up Set gt session lt Job gt Choicelist The active job for the wake up session lt Pt Input gt From Job or Allows points from the job to be selected or point Manual ID s to be typed in for lt Point ID gt Pt ID Template Allows points from an point ID template to be entered for lt Point ID gt lt Point ID gt Choicelist Available for lt Pt Input From Job gt User input Available for lt Pt Input Manual gt Input a
86. cription of fields Skipped Pts gt Field Option Description lt No of New Output Number of new points created Pts gt lt No of Output Number of points which were skipped either due to not being able to convert coordinates or points with identical point ID s already existed in lt Store Job gt Next step CONT F1 returns to COGO Shift Rotate amp Scale GPS1200 43 2 9 COGO Calculation Shift Rotate amp Scale Match Pts Method Description Access COGO Match Common Points n The COGO calculation shift rotate amp scale match pts applies shifts and or rotation and or scale to one or several known points The shifts and or rotation and or scale are calculated from selected points using a 2D Helmert tranformation The number of pairs of points matched determines whether the shift rotation and scale values are computed Refer to 2 2 Accessing COGO to access COGO Match Common Points n This screen provides a list of points chosen from the active job The points are used for the determination of the 2D Helmert transformation Unless there is no pair of matching points in the list all softkeys are available mesh u70 ve ED ris gal 5 ee Hatch Common Points a CALC F1 To confirm the selections compute Target Pt Matri P amp H the transformation and continue with P amp H the subsequent screen 10 4 P amp H NEW F2 To match a new pair
87. ctivated in ID gt CONFIGURE Coding amp Linework Coding page Points that have the same code attached and belong to different cross sections are strung to one line lt Dist to Output The horizontal grid distance from the current posi Last gt tion to the last surveyed point is displayed for unavailable information Next step IF THEN be opened a cross section template is to select the desired lt Template gt START F4 an element of a cross section is to be surveyed OCUPY F1 STOP F1 and then STORE F1 be closed a cross section template is to select the desired lt Template gt END F4 Survey Cross Section data is to be viewed graphically PAGE F6 An element of a cross section template can also be surveyed from the Map page GPS1200 157 12 4 Cross Section Templates 12 4 1 Accessing Cross Section Template Management Access step by step X SECTION Templates 158 Step Description 1 Press PROG Highlight Survey Cross Section 2 3 CONT F1 4 In X SECTION Begin press CONT F1 to access X SECTION Survey Job Name 5 X SECTION Survey Job Name General page Open the choicelist for lt Template gt All cross section templates stored in the active job are listed in alphabetical order including the number of elements in each cross section template 12 31 _ fy amp ue sage a E X SECTIO
88. ctor for Twostep Transformations 74 52 3 Computing the Height Scale Factor for Twostep Transformations 75 5 3 Determine Coordinate System Classic 3D Transformation 76 5 4 Computing Required Azimuth 77 GPS1200 Table of Contents Table of Contents 6 Reference Line 79 6 1 Overview 79 6 2 Configuring Reference Line 80 6 3 Managing Reference Lines Arcs 82 6 3 1 Overview 82 6 3 2 Manually Entering a Reference Line Arc 83 6 3 3 Selecting a Reference Line Arc from the Job 85 6 3 4 Defining Reference Line Arc Offsets 88 6 3 5 Defining Reference Line Arc Slope 89 6 4 Measuring to a Reference Line Arc 91 6 5 Staking to a Reference Line Arc 95 6 6 Gridstaking to a Reference Line Arc 98 7 Reference Plane 101 7 1 Overview 101 7 2 Configuring Reference Plane 103 7 3 Managing Reference Planes 104 7 4 Measuring Points to a Reference Plane 108 8 Stakeout 111 8 1 Overview 111 8 2 Configuring Stakeout 112 8 3 Staking Out 116 8 4 Stakeout Difference Limit Exceeded 119 9 Survey General 121 9 1 Pre Survey Preparations 121 9 2 Static Operations 123 9 3 Post Processed Kinematic Operations 126 9 4 Real Time Reference Operations 127 9 5 Real Time Rover Operations 129 10 Survey Auto Points 131 10 1 Overview 131 10 2 Configuring Auto Points 132 10 3 Auto Points for Post Processed Kinematic and Real Time Rover Operations 136 10 4 Offset Points of Auto Points 139 10 4 1 Overview 139 10 4 2 Configuri
89. d If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed lt D Ht gt User input Available for lt Edit Height Yes gt in REFLINE Configuration Heights page The design height which is the orthometric height of the point to be staked is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed Changing the value for lt D Ht gt changes the values displayed for lt CUT gt and lt FILL gt Next step PAGE F6 changes to the Map page GPS1200 97 6 6 Gridstaking to a Reference Line Arc Access step by step REFLINE Define Grid 98 Step Description 1 Refer to 6 3 Managing Reference Lines Arcs to access REFLINE Define Grid 2 REFLINE Choose Task amp Reference Line Reference page lt Task Gridstake XX gt 3 CONT F1 to access REFLINE Define Grid The softkeys are identical to those available for staking to a reference line arc Refer to 6 5 Staking to a Reference Line Arc for information on the softkeys Description of fields Field Option Description lt Begin Grid User input Distance along the reference line arc from the At gt start point to th
90. d Option Description lt Store Offset1 gt Yes or No Activates or deactivates the logging of offset and lt Store points and all fields on this screen Offset2 gt lt Horiz Offset gt User input The horizontal offset between 1000 m and 1000 m at which the offset point is collected lt Height Offset gt User input The height offset between 100 m and 100 m from the related auto point lt Identifier gt User input The identifier with up to four characters is added in front of or at the end of the ID of the auto point This ID is then used as the point ID for the related offset point lt Prefix Suffix gt Prefix or Adds the setting for lt Identifier gt in front of or at Suffix at the end of the auto point ID Next step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework determines the availability of the fields and softkeys The setting for lt Show Codes gt in CONFIGURE Coding amp Linework determines if either all codes or only point codes are available in the choicelist for lt Point Code gt 140 GPS1200 Survey Auto Points 11 Survey Hidden Points 11 1 Overview Description 4 4 ee Hidden point meas urement methods Heights Configure hidden point measure ments ee Auxiliary points Hidden points cannot be measured directly by GPS This is because they can not be physically reached
91. d residuals Hia EC Y E My Li m DET C SYS Step 4 Check dar aA Fast n CONT F1 0 009 0 004 To accept the residuals and to continue with the subsequent 300 0 002 0 004 screen 400 0 008 0 004 RESLT F3 To view results of the transformation MORE F5 Tat To display information about height CONT RESLT MORE residuals Determine Coordinate System Normal GPS1200 61 DET C SYS Step 5 Store Coord System Summary page 62 Description of columns Column Description WGS84 Pts The point ID of the points chosen from lt WGS84 Pts Job gt East North The Easting Northing and Height residuals If positions or heights and Height were not used in the transformation calculation then will be displayed 7 Indicates residuals that exceed the residual limit defined in DET C SYS Configuration Residuals page r Indicates the largest residual in East North and Height Next step IF the residuals are THEN unacceptable ESC to return to DET C SYS Step 3 Match Points n Matched points can be edited deleted or temporarily removed from the list and the transformation recalculated acceptable CONT F1 to continue to DET C SYS Step 5 Store Coord System Description of fields Field Option Description lt Name gt User input The name of the coordinate system can be changed lt Transfrm Type
92. d returns to REFLINE Choose Task amp Reference Line is to be NEW F2 EDIT F3 to access REFLINE New Reference created edited XX REFLINE Edit Reference XX Refer to paragraph REFLINE New Reference XX Input page CE Editing a reference line arc is similar to creating a new reference line arc For simplicity only REFLINE New Reference XX is described below and the differences are clearly outlined GPS1200 Reference Line REFLINE New Reference XX Input page REFLINE New Reference XX Map page Reference Line HEE A L1 3 a rA REFLINE e 8 al amp aay New Reference RT STORE F1 T tM Ref ID To store changes and return to Hethod 2 Points 4 REFLINE Manage Reference XX Start Point 1014 SURVY F5 End Point E To manually occupy a point Avail Line Length 9 992 n able when creating a new reference line arc when lt Start Point gt maT lt Second Point gt or lt End Point gt is STORE SURVY PAGE highlighted Description of fields Field Option Description lt Ref ID gt User input The ID of the new reference line arc The other fields available depend on the option chosen for lt Task gt in REFLINE Choose Task amp Reference Line Reference page and lt Method gt on this screen When editing a reference line arc all line definition fields are outputs Refer to 6 3 2 Manually Entering a Reference Line Arc for descriptions
93. duction GPS1200 3 Table of Contents In this manual Chapter Page 1 Application Programs Getting Started 7 1 1 Starting an Application Program 7 1 2 Configuration of a Logfile 10 2 COGO 11 2 1 Overview 11 2 2 Accessing COGO 12 2 3 Configuring COGO 13 2 4 COGO Calculation Inverse Method 15 2 4 1 Inverse Point Point 16 2 4 2 Inverse Point Line 17 2 4 3 Inverse Point Arc 20 2 4 4 Inverse Point Current Position 23 2 5 COGO Calculation Traverse Method 25 2 6 COGO Calculation Intersections Method 29 2 7 COGO Calculation Line Arc Calculations Method 33 2 8 COGO Calculation Shift Rotate amp Scale Manual Method 39 2 9 COGO Calculation Shift Rotate amp Scale Match Pts Method 44 2 10 COGO Calculation Area Division 46 3 Determine Coordinate System General 53 3 1 Overview 53 3 2 Configuring Determine Coordinate System 55 3 2 1 Configuring Determine Coordinate System Normal 55 3 2 2 Configuring Determine Coordinate System One Point Localisation 57 4 Determine Coordinate System Normal 59 4 1 Determining a New Updating a Coordinate System 59 4 2 Selecting Editing a Pair of Matching Points 64 4 3 Transformation Results 65 5 Determine Coordinate System One Point Localisation 67 5 1 Accessing Determine Coordinate System One Point Localisation 67 5 2 Determine Coordinate System Onestep Twostep Transformation 68 5 2 1 Determining a New Coordinate System 68 52 2 Computing the Grid Scale Fa
94. e gt lt AArc gt lt Design Output Slope grade as defined by the user Slope gt lt Check Dist 1 gt Output Horizontal distance from start point to measured point lt Check Dist 2 gt Output Horizontal distance from end point to measured point lt ALine gt Output Horizontal distance along the reference line from the start point to the reference point lt ALine End gt Output Horizontal distance along the reference line from the end point to the reference point lt SD to Hinge gt Output Slope distance offset from line arc to the meas ured point lt SD to Line gt Output Slope distance offset from hinge to the meas ured point lt AArc gt Output Horizontal distance along the reference arc from the start point to the reference point lt AArc End gt Output Horizontal distance along the reference arc from the reference point to the end point 92 GPS1200 Reference Line REFLINE Measure Points Slope page Reference Line Field Option Description lt AHt Start gt Output Height difference between the start point and the measured point lt Height gt Output Height of measured point lt AHt Line gt Output Height difference between the reference point on the line and the measured point lt APerp Dist gt Output Slope distance between the reference point and the measured point perpendicular to the refer ence line lt ASpatial Dist gt
95. e Y axis by the offset lt Offset Choicelist Available for lt Define Offset By Point ID gt PtiD gt Point ID of offset point lt Offset gt User input or Distance by which to offset the plane along the output Y axis Next step PAGE F6 changes to REFPLANE New Reference Plane Plot page REFPLANE Points displayed depend on the settings in REFPLANE Configuration Parameters New Reference page Points defining the plane are displayed in black the other points are displayed Plane in grey Plot page Softkey Description SHIFT FACE F1 To access the face view of the plane SHIFT PLAN F1 To access the plan view of the plane Next step STORE F1 to compute and store the reference plane Reference Plane GPS1200 107 7 4 Access 108 Measuring Points to a Reference Plane Step Description 1 Refer to 1 1 Starting an Application Program to access REFPLANE Reference Plane Begin 2 CONT F1 to access REFPLANE Choose Task amp Reference Plane REFPLANE Choose Task amp Reference Plane Select a reference plane 4 CONT F1 to access REFPLANE Measure Points to Plane Reference page REFPLANE Measure Points to Plane Reference page KE ae E REFPLANE Boreas Measure Points to F Referenre Ma OCUPY F1 Point ID To start logging of static observa Orena SS as n tions The position mode icon se m ws Offset AHt 33 3103 n changes to
96. e displayed on the same page none is displayed for unavailable information for example if a position only point is used lt A Height gt cannot be calculated 09 34 E or ae r s EN STORE F1 COGO B lt 7AB To store the result SURVY F5 Tnverse Ma From To manually occupy a point for the To 90 df COGO calculation Available if Azimuth 337 45 44 lt From gt or lt To gt is highlighted HDist Grid 21 456 SHIFT CONF F2 See Dist ia ae i To configure the COGO application Grade 76 628 1hv program aq SHIFT QUIT F6 STORE SURVY PAGE To not store the calculated results and exits COGO calculation Description of fields Field Option Description lt From gt or Choicelist The point ID of the known points lt To gt Ee To type in coordinates for a known point open the choicelist when lt From gt or lt To gt is highlighted Press NEW F2 to create a new point lt Azimuth gt Output The direction from the first to the second known point lt HDist XX gt Output The horizontal distance between the two known points lt A Height gt Output The height difference between the two known points lt Slope Dist gt Output The slope distance between the two known points lt Grade gt Output The grade between the two known points lt A Easting gt Output The difference in Easting between the two known points lt A Northing gt Output The differ
97. e first target point to be staked lt Chainage gt User input Chainage of the first target point to be staked along the line arc This is the chainage of the start of the reference line arc plus lt Begin Grid At gt lt Increment User input Spacing between points on the grid line By gt lt Line User input Spacing between grid lines Offsets gt lt Next Line gt Start at Begin Current Grid Pt Each new grid line is started at the same end as where the previous grid line started Each new grid line is started at the same end as where the previous grid line finished lt PointID gt Grid ID The point ID for grid points is shown as the posi tion of the grid being staked Pt ID Template The point ID template as defined in the active configuration set is used for grid point ID s Next step CONT F1 accepts the changes and continues to REFLINE Stake t yyy yy XXX XX GPS1200 Reference Line REFLINE Stake yyy yy XXX XX Ref XX page Reference Line The title of this screen indicates the position of the grid being staked where tyyy yy is the station position along the grid line and xxx xx is the grid line offset The functionality of this screen is very similar to REFLINE XX Stakeout Ref XX page Differences between the two screens are outlined below Refer to 6 5 Staking to a Reference Line Arc for information on all other softkeys and fields Ee Ro Slr a a
98. e program Description of fields Field Option Description lt Surface Name gt Output Surface lt Area gt Output Area of the base plane lt Net Volume gt Output Volume of the surface Next step PAGE F1 changes to the Details page Description of fields Field Option Description lt Min Elevation gt Output Minimal elevation of the calculated volume lt Max Elevation gt Output Maximal elevation of the calculated volume lt Avg Thickness gt Output Average thickness of the calculated volume lt Perimeter gt Output Perimeter of the measured surface area intersection of the measured surface to the reference datum Next step CONT F1 returns to the Volume Calculation Menu screen GPS1200 171 172 GPS1200 Volume Calculations 14 WEL cm eye 14 1 Overview Description ee ee Access WAKE UP Wake Up Sessions Wake Up Wake up sessions are static point occupations for which the receiver is prepro grammed with an automatic start time and a duration during which the point s posi tion is measured A CompactFlash card must be inserted when the receiver wakes up If no Compact Flash card is fitted or it is damaged not formatted or full then the session will not be executed The PIN code if activated in CONFIGURE Start Up amp Power Down PIN Code page is not checked if a wake up session starts Select Main Menu Programs Wake Up 14 14 le aa S
99. e type of match for a highlighted pair of matched points 60 GPS1200 Determine Coordinate System Normal DET C SYS Step 4 Check Residuals AUTO F6 To scan both jobs for points that have the same point ID Points with matching point ID s are added to the list SHIFT PARAM F5 To configure Classic 3D transforma tion parameters Available for lt Transfrm Type Classic 3D gt in DET C SYS Step 1 Choose Trans form Type Description of columns Column Description WGS84 Pts The point ID of the points chosen from lt WGS84 Pts Job gt Local Pts The point ID of the points chosen from lt Local Pts Job gt Match The type of match to be made between the points This information is used in the transformation calculation Position amp Height Posi tion only Height only or None For lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt possible options are P amp H P only H only or None For lt Transfrm Type Classic 3D gt possible options are P amp H or None None removes matched common points from the transformation calculation but does not delete them from the list This can be used to help improve residuals Next step CALC F1 computes the transformation and continues to DET C SYS Step 4 Check Residuals xn oe pU BEAN Displays a list of the matched points used in the transformation calculation and their 7 127 associate
100. e unless lt Show Attrib Do Not Show gt in X SECTION Configuration Next step CONT F1 adds the element or stores the changes and returns to X SECTION New Template Elements page Survey Cross Section GPS1200 161 162 GPS1200 Survey Cross Section 13 Volume Calculations 13 1 Overview Description The Volume Calculations application program allows surfaces to be measured and volumes and other information to be computed from these surfaces It can be used for the following tasks e Measuring points defining a surface e Calculating the triangulation of the measured surface points to establish the surface e Calculating the volume between a triangulated surface and a reference Ee Volume calculations are possible for lt R Time Mode Rover gt and lt R Time Mode None gt Point types Surfaces can be created from points stored as e Local grid Height mode can be ellipsoidal or orthometric Volume Calculations GPS1200 163 13 2 Configuring Volume Calculations Access VOLUMES Configuration Logfile page 164 Step Description 1 Press PROG 2 Highlight Volume Calculations 3 CONT F1 4 In VOLUMES Volume Calculations Begin press CONF F2 to access VOLUMES Configuration The explanations for the softkeys given below are valid for all pages unless other wise stated 49 11 fy 4 ue ag BSR VOLUMES H i 8 ga x BAT Configuration
101. ection with lt Check Offset gt Available for lt Method Double Distance gt lt Check Output The computed perpendicular distance from the Offset gt hidden point to the line from lt Point gt A gt to lt Point B gt Available for lt Method Double Distance gt Computed distances for lt Method Double Distance gt PO First known point lt Point A gt P1 Hidden point P2 Second known point lt Point B gt d1 Distance from PO to P1 d2 Distance from P2 to P1 d3 lt Check Chng A gt d4 lt Check Chng B gt d5 lt Check Offset gt d6 lt Check Dist AB gt Next step PAGE F6 changes to Code page HIDDEN PT The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter Hidden Point mines the availability of the fields and softkeys They are identical to those of themat Result ical coding with without codelist Refer to the GPS1200 Technical Reference Manual Code page for information on coding Next step PAGE F6 changes to the Plot page Survey Hidden Points GPS1200 147 Compute an azimuth using the sun diagram Compute an azimuth using auxiliary points diagram Compute hori zontal distances from slope distances diagram 148 a N epsi2 074 T PO Known point P1 Hidden point a Bearing from PO to P1 GPS12_073 PO Known point P1 Hidden point a Bearing from PO to P1 PO Known point P1 Auxiliary point lt Azimuth Pt
102. ence in Northing between the two known points Next step Step Description 1 PAGE F6 changes to the Map page 2 STORE F1 stores the result For lt Write Logfile Yes gt in COGO Configuration Logfile page the result is written to the logfile GPS1200 COGO 2 4 2 COGO Inverse Pt Line Input Inverse page COGO Inverse Point Line 09 30 A Lt 7 ga s SR CALC F1 COGO ee B48 To calculate the inverse between Inverse Pt Line a oint and line Tnput Ma p Hethod Pr INV F2 To calculate the values for the Eare o nE t azimuth the distance and the offset from two existing points Available if lt Azimuth gt or lt HDist XX gt is high Inverse to Known Points offset Point CALC INy lighted ar LAST F4 LAST SURVY PAGE To recall previous results from 924 COGO inverse calculations Avail able if lt Azimuth gt or lt HDist XX gt is highlighted SURVY F5 To manually occupy a point for the COGO calculation Available if lt Start Point gt lt End Point gt or lt Offset Point gt is highlighted SHIFT CONF F2 To configure the COGO application program SHIFT MODIF F4 To type in numbers for the multiplica tion division addition and subtrac tion with the original azimuth distance or offset value The standard rules of mathematical oper ations apply Available if lt Azimuth gt lt HDist XX gt or lt Offset
103. ence line arc Available for OCUPY F1 being displayed SHIFT CONEC F3 and SHIFT DISCO F3 To dial the number of the reference station configured in the active configuration set and to hang up immediately after the survey is completed Available for OCUPY F1 or STORE F1 being displayed SHIFT INIT F4 To force a new initialisation Avail able for OCUPY F1 or STORE F1 being displayed and for configuration sets allowing phase fixed solutions SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template SHIFT QUIT F6 To exit Reference Line application program Description of fields Field Option Description lt Point ID gt User input The point ID of the point to be measured lt Current Slope gt Output The current slope of the position to the hinge lt AOffset gt Output Perpendicular offset from the reference line arc measured from the reference point to the meas ured point lt AOffset Hinge gt Output Perpendicular offset from the hinge to the meas ured point lt ALine gt Output Horizontal distance along the reference line from the start point to the reference point lt Cut gt lt Fill gt Output Difference between the elevation of the actual position to the slope elevation at that position Cut is above the slope Fill is below
104. esiduals according to the distance between each control point and the newly transformed point Multiquadratic Distributes the residuals using a multiquadratic interpolation approach Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt GPS1200 COGO 2 4 COGO Calculation Inverse Method Diagram Point Point 2P1 GPS12_062 Point Line GPsi2_119 PO Point Arc GPS12_121 Point Current Position 2P1 GPS12_062 Known PO First known point P1 Second known point Unknown a Direction from PO to P1 d1 Slope distance between PO and P1 d2 Horizontal distance between PO and P1 d3 Height difference between PO and P1 Known PO Start point P1 End point P2 Offset point Unknown P3 Base point d1 Offset xx d2 ALine XX Known PO Start point P1 End point P2 Offset point Unknown P3 Base point d1 Offset XX d2 AArcDist XX Known PO Current position P1 Second known point Unknown a Direction from PO to P1 d1 Slope distance between PO and P1 d2 Horizontal distance between PO and P1 d3 Height difference between PO and P1 Access Refer to 2 2 Accessing COGO to access COGO Inverse COGO GPS1200 15 2 4 1 Inverse Point Point COGO Inverse Input Inverse page 16 The COGO calculation results ar
105. et Point gt lt Offset XX gt User input Offset from base point to offset point Positive to the right and negative to the left of the line Avail able for lt Task Calc Offset Point gt lt AOffset User input Offset from base point to offset point Positive to XX gt the right and negative to the left of the arc Avail able for lt Task Calc Offset Point gt Next step IF THEN Offset Point gt lt Task Calc Arc Center gt lt Task Calc Base Point gt or lt Task Calc CALC F1 calculates the result Refer to paragraph COGO XX Results Result page tion gt lt Task Segmenta CALC F1 accesses COGO Define Segmentation Refer to paragraph COGO Define Segmentation The calculated coordinates are displayed The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Point ID gt User input The identifier for the COGO point The config ured point ID template is used The ID can be changed in the following way e To start a new sequence of point ID s type over the point ID e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Ortho Ht gt User input The height of the start point of the line arc i
106. etermine Rotation Select lt Method Two WGS84 Points gt or lt Method User Entered gt INV F2 to access DET C SYS Compute Required Azimuth a e N Description of fields Field Option Description lt From gt Choicelist The point ID of the first known point for the azimuth calculation lt To gt Choicelist The point ID of the second known point for the azimuth calculation Next step CONT F1 calculates the required azimuth and returns to DET C SYS Step 4 Determine Rotation Determine Coordinate System One GPS1200 77 Point Localisation 78 GPS1200 Determine Coordinate System One Point Localisation 3 Reference Line 6 1 Overview Reference line tasks Se Point types Terms Defining a refer ence line arc Defining chainage ee Reference Line The Reference Line application program can be used for the following tasks e Measuring to a line arc where the coordinates of a target point can be calculated from its position relative to the defined reference line arc e Staking to a line arc where the position of a target point is known and instructions to locate the point are given relative to the reference line arc Gridstaking a line arc where a grid can be staked relative to a reference line arc Measuring and staking out of points is possible for lt R Time Mode Rover gt and lt R Time Mode None gt Heights and posi
107. etting Started 2 0z olcio 2 1 Overview Description E COGO calculation methods Distances and azimuths COGO COGO is an application program to perform coordinate geometry calculations such as e coordinates of points e distances between points bearings between points The calculations can be made from e existing point data in the job known distances or known azimuths manually occupied points entered coordinates Changing coordinates of a point which has been previously used in COGO does not result in the point being recomputed The COGO calculation methods are e Inverse e Arc calculations e Traverse Shift Rotate amp Scale Manual e Intersections e Shift Rotate amp Scale Match Pts e Line calculations e Area Division Type of distances The choices are Ground e Grid e Ellipsoidal Type of azimuths The azimuths are grid azimuths relative to the local grid GPS1200 11 2 2 Accessing COGO Access step by step 12 Step Description Refer to 1 1 Starting an Application Program to access COGO COGO Menu COGO COGO Menu The COGO menu lists all COGO calculation methods and the option to end COGO Highlight the COGO calculation method to be started CONT F1 to access the screen for the COGO calculation method The screens for each COGO calculation method can be accessed directly by pressing a configured h
108. ffset Grid 1 833 a COGO calculation Available if Offs Pt Brng 247 45 44 lt Start Point gt lt End Point gt or lt Offset Point gt is highlighted jessaeiaas SHIFT CONF F2 at To configure the COGO application Line Length Line Brng STORE COORD PAGE program SHIFT QUIT F6 To not store the calculated results and exits COGO calculation Description of fields Field Option Description lt Offset Point gt Output The offset point lt ALine Grid gt Output Horizontal distance from start point to base point lt AOffset Grid gt Output Offset from base point to offset point Positive to the right and negative to the left of the line lt Offs Pt Brng gt Output Bearing of offset point to base point lt Line Length gt Output Length of line from first to second point lt Line Brng gt Output Bearing of line from first to second point GPS1200 COGO COGO Next step Step Description 1 PAGE F6 changes to the Map page 2 STORE F1 stores the result For lt Write Logfile Yes gt in COGO Configuration Logfile page the result is written to the logfile GPS1200 19 2 4 3 COGO Inverse Pt Arc Input Inverse page 20 Inverse Point Arc 09 38 eat pe peeo Soeg GJ a loos Mal Hethod Start Point Second Point End Point Inverse to Offset Point CALC INV Known P
109. fier for the COGO point The config ured point ID template is used The ID can be changed in the following way To start a new sequence of point ID s type over the point ID Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Ortho Ht gt User input The height of the known point used in the COGO or lt Local Ell calculation is suggested A height value to be Ht gt stored with the calculated point can be typed in GPS1200 27 COGO Traverse Results Code page 28 Next step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter mines the availability of the fields and softkeys They are identical to those of themat ical coding with without codelist Refer to the GPS1200 Technical Reference Manual for information on coding Next step PAGE F6 changes to the Plot page GPS1200 COGO 2 6 Diagrams COGO COGO Calculation Intersections Method Bearing Bearing P1 GPS12_064 See Pt Bearing Distance GPS12_065 Distance Distance GPS12_066 By Points b gt P1 P3 a b P4 P2 PO GPS12_107 GPS1200 Known PO First known point P1 Second known point a1 Direction from PO to P2 a2 Direction from P1 to P2 Unknown P2 COGO point Known PO First known point P1 Second known po
110. gt Choicelist A point on the second tangent Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt GPS1200 COGO COGO Inverse Pt Arc Result Result page COGO Field Option Description lt Radius gt User input The radius of the arc Available for lt Method 2 Points Radius gt lt Arc Length gt User input The length of the arc Available for lt Method 2 Tgnts Arc Lngt gt lt Chord Length gt User input The length of the chord Available for lt Method 2 Tgnts Chrd Lngt gt lt Inverse to gt Choicelist lt Inverse To Known Point gt or lt Inverse To Current Position gt lt Offset Point gt Choicelist The offset point Available for lt Inverse To Known Point gt Next step CALC F1 calculates the result and accesses COGO Inverse Pt Arc Result 0 _ ice FS E COGO Inverse Pt Mei o Wi Result Pint Offset Point 85 STORE F1 To store the result dAreDist Grid 47 531 n AOffset Grid 19 774 n COORD F2 Offs Pt Brng 288 28 54 To view other coordinate types SHIFT ELL H F2 a pelt ea acs a To change between the ellipsoidal meee z T and the orthometric height Available STORE COORD PAGE for local coordinates SHIFT QUIT F6 To not store the calculated results and exits COGO calculation Description of fields
111. gt Output The type of transformation used as defined in DET C SYS Step 1 Choose Transform Type lt Matched Pts gt Output Number of matched points as defined in DET C SYS Step 3 Match Points n lt Easting gt Output Largest Easting Northing and Height residuals lt Northing gt and from the transformation calculation lt Height gt Next step PAGE F6 changes to the Coord System page GPS1200 Determine Coordinate System Normal DET C SYS Step 5 Store Coord System Coord System page Description of fields common to all transformations Field Option Description lt Residuals gt None The method by which the residuals of the control 1 Distance or points will be distributed throughout the transfor Multiquadratic mation area Refer to paragraph DET C SYS Step 2 Choose Parameters for descriptions of all other fields Next step STORE F1 stores the coordinate system to the DB X and attaches it to the lt WGS84 Pts Job gt selected in DET C SYS Determine Coord System Begin replacing any coordinate system attached to this job lt WGS84 Pts Job gt becomes the active job Determine Coordinate System Normal GPS1200 63 4 2 Selecting Editing a Pair of Matching Points Access step by step Se DETC SYS XX Matching Points 64 Step Description 1 4 1 Determining a New Updating a Coordinate System Follow the instructions to ac
112. gt lt HDist XX gt or lt Offset gt is highlighted SURVY F5 To manually occupy a point for the COGO calculation Available if lt From gt or lt Backsight gt is high lighted SHIFT CONF F2 To configure the COGO application program SHIFT MODIF F4 To type in numbers for the multiplica tion division addition and subtrac tion with the original azimuth distance or offset value The standard rules of mathematical oper ations apply Available if lt Azimuth gt lt Angle Right gt lt HDist XX gt or lt Offset gt is high lighted Description of fields Field Option Description lt Method gt Azimuth or The direction from the known point to the COGO Angle Right point lt From gt Choicelist The point ID of the known point C To type in coordinates for a known point open the choicelist when lt From gt is highlighted Press NEW F2 to create a new point lt Backsight gt Choicelist The point ID of a point used as backsight Avail able for lt Method Angle Right gt lt Angle User input The angle between lt Backsight gt and the new Right gt COGO point to be calculated from the point selected as lt From gt A positive value is for clockwise angles A negative value is for coun terclockwise angles Available for lt Method Angle Right gt lt Azimuth gt Output The direction from the known point to the COGO point For lt Method Angle Right
113. gt this is calcu lated from lt Angle Right gt lt HDist XX gt User input The horizontal distance between the known point and the COGO point 26 GPS1200 COGO COGO Traverse Results Result page COGO Field Option Description lt Offset gt User input The offset of the COGO point from the line of direction A positive offset is to the right a nega tive offset is to the left Next step CALC F1 calculates the result and accesses COGO Traverse Results The calculated coordinates are displayed 13 54 U7 SA COGO Pint i o os Say raverse Results STORE F1 Result inde Plat Point ID To store the result and return to COGO Traverse Input Input page COORD F2 Easting 762462 8291 n Northing F 243013 9928 n To view other coordinate types Ortho Ht oOo ee u STAKE F5 To access the Stakeout application uat program and stake out the calculated STORE COORD STAKE PAGE COGO point SHIFT ELL H F2 and SHIFT ORTH F2 To change between the ellipsoidal and the orthometric height Available for local coordinates SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template SHIFT QUIT F6 Does not store the COGO point and exits COGO calculations Description of fields Field Option Description lt Point ID gt User input The identi
114. gured offsets are applied perpendicular to the line between two auto points Three or more auto points P7 PO First auto point P1 Second auto point P2 First offset point for PO P3 Second offset point for PO P4 Third auto point P5 First offset point for P1 P6 Second offset point for P1 P20 P7 Fourth auto point at Les K P8 First offset point for P4 apsizos2 d2 P3 PQ Second offset point for P4 d1 Horizontal offset to the left d2 Horizontal offset to the right a1 Angle between PO and P4 a2 Angle between P1 and P7 GPS1200 139 10 4 2 Configuring Offset Points Requirements lt Store DBX Pnts amp Codes gt in SURVEY Configuration Auto Points page sa step by Step Description 1 Refer to 10 3 Auto Points for Post Processed Kinematic and Real Time Rover Operations to access SURVEY Survey Job Name 2 PAGE F6 until the Auto page is active 3 OFST1 F4 or OFST2 F5 to access SURVEY Auto Points Offset SURVEY 11 45 MY Her BOF OR Auto Points SURVEY a oe gas zeg Auto Points Offset 1 X Offset Reneral fade General page Store Offset E gt CONT F1 Horiz Offact 5 3200 n Height Offset 4 0000 a To accept changes and return to the screen from where this screen was Identifier 051 accessed Prefix Suffix Prefixd OFST2 F2 and OFST1 F2 Wat To switch between configuring offset CONT OFST2 PAGE point type one and two Description of fields Fiel
115. have been recorded Unless lt Log By Time gt the beep is given at 1 Hz once the auto logging has stopped due to the exceeded coordinate quality Never Instrument never beeps Next step DMASK F3 to configure a display mask 44 06 Ue Ti a rat SURVEY i S a Sa Configure Auto K ja ri Fixed Lines Ast Line Point ID auto 4 CONT F1 Fae pie a gare 2 To accept changes and return to the 4th Line Code Desc 4p screen from where this screen was 5th Line Line Space Half t accessed 6th Line Hoving Ant Ht4 CLEAR F4 7th Li 5 Line S 1t P e Lino sc spaco ia tti To set all fields to lt XX Line Line CONT CLEAR DEFLT Space Full gt DEFLT F5 Available if the active configuration set is a default configuration set To recall the default settings Description of fields Field Option Description lt Fixed From 0 to 5 Defines how many lines do not scroll in Lines gt SURVEY Survey Job Name Auto page when that display mask is used lt 1stLine gt Output Fixed to lt 1st Line Point ID auto gt GPS1200 Survey Auto Points Survey Auto Points Field Option Description lt 2nd Line gt Annot 1 4 Input field for comments to be stored with the to lt 16th point Line gt Attrib free 01 Output field for attributes for free codes 20 Attrib 01 03 Input field for attributes for codes Up to three attribu
116. hod 0 25 With without touch screen cceecceeeeeeees 2 U s Update coordinate system ccceeeeeeeeeeeeees 8 Same Direction Survey Cross Section 153 w Satellites minimum number Wake up SeSSion ccccecesesseesesesecessseeesesenens 173 Scale factor combined Create siete te sacs tani ia nania aaia aai 175 Scale transformation results Delete preneo aaa aE 173 Select DTM layer AEE A T sence E PE TARA TTS Edit 175 Shift Rotate amp Scale OVErJEW siue kindani nban 173 COGO match points a 44 Single frequency receiver Z Observation times cceeeceeeeeseeeeeeeeeees 124 ZigZag Survey Cross Section ee 153 Skip point in StakeOut 0 0 0 eeeeeeeeeeeereeeee 119 Index GPS1200 179 Total Quality Management Our commitment to total customer satisfaction S x ot Es Leica Geosystems AG Heerbrugg Switzerland has been i E certified as being equipped with a quality system which ins meets the International Standards of Quality Management O and Quality Systems ISO standard 9001 and Environmental g ISO 9001 ISO 14001 Management Systems ISO standard 14001 pa N Ask your local Leica Geosystems dealer for more information about our TQM program Printed in Switzerland 2007 Leica Geosystems AG Heerbrugg Switzerland Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg e Switzerland eca Phone 4l 717273131 when it has to be right
117. hods Overview GPS measured points are always stored based on the global geocentric datum known as WGS 1984 To convert the WGS 1984 coordinates into local coordinates a coordinate system needs to be created Part of the coordinate system is the trans formation used to convert coordinates from the WGS 1984 datum to the local datum The Determine Coordinate System application program allows e the parameters of a new transformation to be determined e the parameters of an existing transformation to be recomputed To determine a transformation it is necessary to have common control points whose positions are known in both WGS 1984 coordinates and local coordinates The more points that are common between datums the more accurately the transformation parameters can be calculated Depending on the type of transformation used details about the map projection the local ellipsoid and a local geoidal model may also be needed e The control points used for the transformation should surround the area for which the transformation is to be applied It is not good practice to survey or convert coordinates outside of the area covered by the control points as extrap olation errors may be introduced e When a geoid field file and or a CSCS field file is used in the determination of a coordinate system the control points for the calculation must fall within the areas of the field files With one common control point it is possible to
118. ible to display the local ellipsoidal height the WGS 1984 height is displayed If a design height has been entered and SKIP F4 or LINE F5 is used the true grid height for the next point is shown as the suggested height Next step PAGE F6 changes to the Map page GPS1200 99 100 GPS1200 Reference Line 7 Reference Plane 7 1 Overview Reference plane tasks ee Defining a refer ence plane ee Tilted plane Reference Plane The Reference Plane application program can be used for the following tasks Measuring points to calculate and store the perpendicular distance to the plane Viewing and storing the instrument and or local coordinates of the measured points Viewing and storing the height difference from the measured points to the plane Planes can only be computed with grid coordinates Reference planes are created using a right hand system For two points defining a plane a vertical plane is used A reference plane is defined with the X axis and the Z axis of the plane The Y axis of the plane defines the positive direction of the plane e For GPS1200 the Reference Plane application program is only applicable for tilted plane definitions For TPS1200 the Reference Plane application program is also applicable for vertical plane definitions Any number of points define the plane The axis of the tilted reference plane are a Z a Z A A adst f mee d
119. iliary points can be points existing in the job or they can be manually occupied The point ID template configured for lt Auxil Pts gt in CONFIGURE ID Templates is applied Survey Hidden Points GPS1200 141 11 2 Measuring Hidden Points Diagrams Bearing amp Distance 2P2 GPS12_40 Double Bearing iN i3 a2 P3 TNN P2 GPS12_42 Double Distance GPS12_44 142 GPS1200 Known PO Known point lt Point gt To be measured d Distance from PO to P2 a Bearing from PO to P2 P1 Auxiliary point optional Unknown P2 Hidden point Known PO First known point lt Point A gt P3 Second known point lt Point B gt To be measured a1 Bearing from PO to P2 a2 Bearing from P3 to P2 P1 First auxiliary point optional P4 Second auxiliary point optional Unknown P2 Hidden point Known PO First known point lt Point A gt P2 Second known point lt Point B gt d3 Line from PO to P2 a Right of d3 b Left of d3 To be measured d1 Distance from PO to P1 d2 Distance from P2 to P1 Unknown P1 Hidden point Survey Hidden Points Chainage amp Offset Known PO First known point lt Point A gt P1 Second known point lt Point B gt To be measured d1 Chainage d2 Offset Unknown P2 Hidden point Known PO Known point lt Point gt To be measured a Bearing from P2 to PO d Distance from P2 to PO P1 Auxiliary point optional Unknown P2 Hidden point Access Press H PNT F5 in SURVEY
120. ine Coordinate System CONT F1 CONF F2 to access DET C SYS Configuration a R N In DET C SYS Configuration Method page select lt Default Method Normal gt The explanations for the softkeys given below are valid for all pages unless other wise stated Soe eE A L1 city et YR creas we aa a OY CONT F1 Configuration To accept changes and return to the screen from where this screen was accessed Methnd Residuals Classin an Default Method Default Transformation Classic 3D4 gt FIX F4 or ADJST F4 Default Available for Classic 3D page unless Height Mode Ellipsoidal p lt Transf Model gt is highlighted To Default Match Pos amp Height p define which parameters are uat computed or fixed in the Classic 3D CONT PAGE transformation Description of fields Field Option Description lt Default Normal or One Method used to determine the coordinate Method gt Pt Localistn system lt Default Onestep The default transformation to be used when Transforma Twostep or determining the coordinate system tion gt Classic 3D lt Default Orthometric or The default height type to be used when deter Height Ellipsoidal mining the coordinate system Mode gt lt Default Pos amp Height Options available depend on the choice made Match gt Pos Only for lt Default Transformation gt Point parame Height Only or
121. ine Coordinate System Normal Highlight Determine Coordinate System 2 3 CONT F1 4 In DET C SYS Determine Coord System Begin select lt Method Normal gt 5 CONT F1 to access DET C SYS Step 1 Choose Transform Type If a coordinate system was chosen to be edited in DET C SYS Determine Coord System Begin pressing CONT F1 accesses DET C SYS Step 3 Match Points n Description of fields Field Option Description lt Transfrm User input A unique name for the coordinate system If a Name gt coordinate system is being updated then its name is displayed lt Transfrm Onestep Available when determining a new coordinate Type gt Twostep or system Classic 3D Output Available when updating a coordinate system The transformation type shown is the same as the transformation used in the existing system lt Height Orthometric or Available when determining a new coordinate Mode gt Ellipsoidal system Output Available when updating a coordinate system The height type shown is the same as the mode used in the existing system Next step CONT F1 continues to DET C SYS Step 2 Choose Parameters GPS1200 59 DET C SYS This screen contains different fields depending on what transformation type was Step 2 Choose chosen in DET C SYS Step 1 Choose Transform Type Parameters Description of fields Field Option Descri
122. int a Direction from PO to P2 r Radius as defined by the distance from P1 to P2 Unknown P2 First COGO point P3 Second COGO point Known PO First known point P1 Second known point r4 Radius as defined by the distance from PO to P2 r2 Radius as defined by the distance from P1 to P2 Unknown P2 First COGO point P3 Second COGO point Known PO First known point P1 Second known point P2 Third known point P3 Fourth known point a Line from PO to P1 b Line from P2 to P3 Unknown P4 COGO point 29 TPS Observation TPS Observation GPS12_170 Known PO First known point TPS Stn P1 Second known point TPS Stn a1 Direction from PO to P2 a2 Direction from P1 to P2 Unknown P2 COGO point Access Refer to 2 2 Accessing COGO to access COGO Intersection Input COGO The setting for lt Method gt in this screen determines the availability of the subse Intersection Input quent fields and softkeys Input page The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The type of intersection COGO calculation lt 1st Point gt Choicelist The point ID of the known point For lt Method lt 2ndPoint gt By Points gt these are the start and end points lt 3rd Point gt of the lines or
123. ion is parallel to a reference line from lt Job gt selected in STAKEOUT Stakeout Begin Open the listbox to create edit or delete a reference line The direction of the orientation is from the current position to the point to be staked The graphical display shows an arrow pointing in the direction of the point to be staked lt To gt Choicelist Available for lt Orientate To Point Stake gt lt Orientate To Point Store gt lt Orientate To Line Stake gt and lt Orientate To Line Store gt To select the point or line to be used for orientation lt Stake Mode gt Polar Orthogonal The method of staking out The direction from the orientation reference the horizontal distance and the cut fill is displayed The distance forwards to backwards from the point the distance right left to the point and the cut fill is displayed lt Display Mask gt Choicelist The user defined display mask to be shown in STAKEOUT XX Stakeout lt Closest Point gt Yes No The order of the points suggested for staking out After staking and storing a point the next point suggested for staking out is the point closest to the point which was staked After staking and storing one point the next point suggested for staking out is the subse quent one in lt Stakeout Job gt lt Store Pt ID gt Same as Stake Pt Prefix Suffix The staked points are stored with the same point
124. ist gt Codes can be typed in but not selected from a codelist Configure a display mask with a choicelist for code types to define if a point line or area code is typed in Next step START F1 to start logging of auto points Then for lt Log By User Decides gt OCUPY F3 whenever an auto point is to be logged 138 GPS1200 Survey Auto Points 10 4 Offset Points of Auto Points 10 4 1 Overview Description Computation of offset points Survey Auto Points Offset points can be created with auto points when auto points are stored to the DB X can be to the left or to the right of auto points are automatically computed with the logging of auto points if configured e form a chain relative to the chain of auto points to which they are related Subse quently computed chains are independent from each other can be coded independently of auto points e have the same time of when they were stored as the auto points to which they are related Up to two offset points can be related to one auto point The screens for the configuration of offset points are identical except for the title Auto Points Offset 1 and Auto Points Offset 2 For simplicity the title Auto Points Offset is used in the following description The computation of offset points depends on the number of auto points in one chain One auto point No offset points are computed or stored Two auto points The confi
125. ks Heights ngfile CONT F1 Orientate To NorthRSes To accept changes and return to the screen from where this screen was Stake Hode Orthogonal 4 accessed Display Mask lt None gt 4 DMASK F3 Closest Point No 4 Available for lt Display Mask gt being Store Pt ID Same As Stake Pt dje highlighted on General page To edit Uia T the display mask currently being CONT PAGE displayed in this field SHIFT ABOUT F5 To display information about the program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Orientate gt The reference direction to be used to stakeout points To North The North direction shown in the graphic based on the active coordinate system To Sun The position of the sun calculated from the current position the time and the date To Last Point Timewise the last recorded point To Point Stake A point from lt Stakeout Job gt selected in STAKEOUT Stakeout Begin To Point Store A point from lt Job gt selected in STAKEOUT Stakeout Begin GPS1200 Stakeout Stakeout Field Option To Line Stake To Line Store To Arrow Description The direction of the orientation is parallel to a reference line from lt Stakeout Job gt selected in STAKEOUT Stakeout Begin Open the listbox to create edit or delete a reference line The direction of the orientat
126. lt 4th CS ___ To type in coordinates for a known Point gt point open the choicelist when this field is highlighted Press NEW F2 to create a new point lt 1st TPS Choicelist The point ID of the known point Only available Stn gt or lt 2nd for lt Method TPS Obs TPS Obs gt TPS Stn gt lt TPS Choicelist The point ID of the TPS measurement made Measmnt gt from the selected station for lt 1st TPS Stn gt or lt 2st TPS Stn gt Only available for lt Method TPS Obs TPS Obs gt lt Azimuth gt User input The direction from the first known point to the COGO point For lt Method Brng amp Brng gt and lt Method Brng amp Dist gt For lt Method TPS Obs TPS Obs gt the option is an output field lt Offset gt User input Input optional e For lt Method Brng amp Brng gt and lt Method Brng amp Dist gt The offset of the COGO point from the line of direction A positive offset is to the right a negative offset is to the left 30 GPS1200 COGO COGO XX Results Result page COGO Field Option Description For lt Method By Points gt The offset of the line in the direction start point to end point A positive offset is to the right A negative offset is to the left lt HDist XX gt User input Dist gt The horizontal distance between the known point and the COGO point Available for lt Method Brng amp Dist gt and lt Method Dist amp Next step CALC F1
127. mum number of satellites RANGE Pee eee eee eee eee eee eee eee eee etree eee ee eee ee eee eee eee reer es 40 Modify values in COGO eesssesssssseeesssseeseeeee Real time Reference operations ccceeeeeeeeeeees 127 N Rover Operations ccsceseeseseeseesesseseeeeseeseeees 129 Navigation position reference position 127 Recall Negative offset COGO 0 0 0 eee eee 25 Default settings for auto points 000 134 Next available point ID Previous result COGO 0 ceeeeeeeeeceee 17 26 Real time rover operations ceeeeee 130 Static operations s eerren 123 North orientate to oo eee eeeeeeeeeeees 112 178 GPS1200 Index Reference arc Slope distance Define Hidden point measurement s s s 148 Define offsets Stakeout Delete Configure sses Enter manually Difference limit exceeded Manage isena dann aago Stakeout DTM iross dedni ieiti adain Measure tO cececceecceeeeeeeeeeeeeeeeeeaaeeeeeeeeeeeee Static operations neern Select from job sssssssssssssssssessrressrsesressssrnesrnnes 85 Store auto points 2 eee eect ee eteeeeeteteeeeeee DEAK CO modien enean eeni e Eege 95 Sun Reference line Azimuth computation ss 148 CONGUE iien iaeaea 80 Onientate tO crnan aiia 112 DGTING sapan histiis eatieense rereana iiias atak 83 Survey Defin Offsets ccinn aa 88 AUO pON S sicrie 131 Del6t cis avia siden linlaninA bid
128. n offset point eee 139 Control points 0 00 2 cc eceeeeeeeeeeeeeeeneeeeeeeeeeeeteeeeeees 53 Coordinate geometry calculations 0 0 0 11 Coordinate system determine Coordinates Set for real time reference Cross Section Survey configure Index GPS1200 Cross Section Template CRAIG wis fat cl aay cence E ewes tees 159 Edit hesi Se AE r eee ee 159 CGE sei A AE E 72 D Default settings for auto points recall Di E E A E E T Delete Cross section template cseeeeees 158 Matched points s s s 44 60 Determine Coordinate System One point localisation Classic 3D transformation 0 0 0 0 76 Onestep transformation ceeeeee 68 Twostep transformation eceeeeee 68 Determine Coordinate System configure Normalsi aE 55 One point localisation 0 00 eee 57 Device height Hidden point measurements 0 ee 149 Difference limit exceeded in Stakeout 119 Display mask for auto points 0 eeeee 134 Distance input output in COGO oe 13 Distribution Residuals COGO Shift Rotate amp Scale 14 Residuals throughout transformation area 56 DMASK auto points Documentation 0 eee eeeeeeeteeeeteeeeneeeeeees DTM layer select 00 cee seceeeseesseneseecssensseenenteotons DTM Stak Out cccscccsccsseresenescntnerseerseneene Dual frequency receivers Observation times eee eee eeeeeeees 124 E EAO hidden point mea
129. nds on the configured lt Stake Mode gt and lt Use DTM gt For example for lt Use DTM DTM only gt position relevant fields are unavail able The limits that have been exceeded are shown in bold and are indicated by a 9 11 59 7N ge BOOS OR STAKEOUT vi aA os at Difference Limit Exceeded X BACK F1 Point ID Store ID e To return to STAKEOUT XX Stakeout without storing the point BACK it 0 0019 n LEFT H 00024 a Staking out of the same point CUT zt 2 0530 n continues STORE F3 2D Diff if 0 0028 n To accept the coordinate differences 3D Diff 2 0530 m tor th int inf ti d ret utat store the point information and return BACK STORE SKIP to STAKEOUT XX Stakeout SKIP F4 To return to STAKEOUT XX Stakeout without storing the point According to filter and sort settings the subsequent point in lt Stakeout Job gt is suggested for staking out Description of fields Field Option Description lt Point ID gt Output The point ID of the point to be staked lt Store ID gt User input The unique number which is used to store the staked point Allows a different point ID to be typed in if needed lt A BEARING gt Output The bearing from the staked point to the point to be staked lt A DISTANCE gt Output Horizontal distance from the staked point to the point to be staked lt 2D Diff gt Output Displays the horizontal difference from the staked point
130. new parallel or perpendicular border GPS1200 49 COGO Results of Area Division Result page 50 Field Option Description lt Point B gt Choicelist The second point of the line which is used as the reference for a new parallel or perpendicular border lt Shift gt Available for lt Divide By Defined Line gt By Distance The new border will run in a certain distance from the line defined by lt Point A gt and lt Point B gt Through Point The new border will run through a point defined in lt Through Point gt lt Through Choicelist Available for lt Shift Through Point gt The point Point gt through which the new border will run lt Rotation Choicelist Available for lt Using Swing Line gt The point Pnt gt around which the new border will rotate by lt Azimuth gt lt Azimuth gt Output Available for lt Using Swing Line gt The angle of the new border from lt Rotation Pnt gt to the new COGO point lt HDist XX gt User input or The distance from the line defined by lt Point output A gt and lt Point B gt to the new border Next step CALC F1 performs the area division and accesses COGO Results of Area Divi sion Description of fields Field Option Description lt Area Output The ratio of the size of the two sub areas in Ratio gt percent lt Area 1 XX gt Output The size of the first sub area in m2 l
131. nfiguration set lt Ht gt Output Available for lt Edit Height No gt in STAKEOUT Configuration Heights page Stakeout GPS1200 117 118 Field Option Description The orthometric height of the current position is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed lt D Ht gt User input Available for lt Edit Height Yes gt in STAKEOUT Configuration Heights page The design height which is the orthometric height of the point to be staked is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed The value for lt Height Offset gt configured in STAKEOUT Configuration Heights page is not taken into account Next step PAGE F6 changes to the Map page GPS1200 Stakeout 8 4 Stakeout Difference Limit Exceeded Description Access STAKEOUT Difference Limit Exceeded Stakeout If configured a check is made on the horizontal and or vertical coordinate distance from the staked point to the point to be staked The screen shown below is accessed automatically when the point is stored if either of the configured difference limits are exceeded The availability of the fields depe
132. ng Offset Points 140 11 Survey Hidden Points 141 11 1 Overview 141 11 2 Measuring Hidden Points 142 11 3 Hidden Point Measurement Including Heights 149 12 Survey Cross Section 153 12 1 Overview 153 12 2 Configuring Survey Cross Section 154 12 3 Surveying Cross Sections 156 12 4 Cross Section Templates 158 12 4 1 Accessing Cross Section Template Management 158 12 4 2 Creating Editing a Cross Section Template 159 GPS1200 5 13 Volume Calculations 163 13 1 Overview 163 13 2 Configuring Volume Calculations 164 13 3 Survey Points 165 13 4 Triangulate Surfaces 167 13 5 Compute Volumes 170 14 Wake Up 173 14 1 Overview 173 14 2 Creating a New Wake Up Session Editing a Wake Up Session 175 Index 177 GPS1200 Table of Contents 1 Application Programs Getting Started 1 1 Starting an Application Program Access an applica tion program step by step XX Begin Step Description 1 Press PROG The PROG key opens the application programs menu GPS1200 Programs 2 GPS1200 Programs Select an option in the menu 3 CONT F1 to access XX Begin Some application programs are protected They are activated through a specific licence key This can either be typed in in Main Menu Tools Licence Keys or the first time the application program is started CS Four application programs can be open at one time XX Begin is shown for the application program opened first but not for the f
133. nown P2 lt Offset Point gt P3 Base point Access Refer to 2 2 Accessing COGO to access COGO Line Calculations Input COGO The setting for lt Task gt and lt Method gt in this screen determines the availability of Line Calculations the subsequent fields Input The softkeys are identical to those available for traverse COGO calculations Refer Input page to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Task gt Choicelist The type of line arc COGO calculation lt Method gt The method by which the line will be defined 3 Points Uses three known points to define the arc 34 GPS1200 COGO Field Option 2 Points Radius 2 Tgnts Radius Description Defines the arc using two known points and a radius of the arc Defines the arc using two tangents and a radius of the arc 2 Tgnts Arc Defines the arc using two tangents and the Lngt length of the arc 2 Tgnts Chrd Defines the arc using two tangents and the Lngt chord of the arc lt Start Choicelist The start point of the line arc Point gt lt Second Choicelist The second point of the arc Point gt lt End Point gt Choicelist The end point of the line arc Available for lt Method 2 Points gt lt Point 1 gt Choicelist A point on the first tangent Available for lt Method 2 Tgnts Radius gt lt Method
134. ntains different fields depending on the options chosen for lt Stake Mode gt in REFLINE Configuration General page The majority of the softkeys are identical to those available for measuring to a reference line arc Refer to 6 4 Meas uring to a Reference Line Arc for information on the softkeys 13 06 poe eres a y BaD REVRS F3 6 Le REFLINE B 7AB To reverse the graphical display top Orthogonal wa R to bottom ef ine Ma 404 SURVY F5 hA REY Ty To measure a point relative to the reference line arc SHIFT INDIV F5 and SHIFT RUN F5 FORW 43 8127 n RGHT 143 5025 n FILL 2 0088 a To change between entering an indi Ht 1200 4212 u vidual point ID different to the defined 3DCQ 0 0165 m ID template and the running point ID OCUPY REVRS SURVY PAGE according to the ID template Description of fields Field Option Description First field on Choicelist The point ID of the point to be staked the screen lt hA gt User input The default antenna height as defined in the active configuration set is suggested Changing the antenna height here does not update the default antenna height as defined in the active configuration set GPS1200 Reference Line Reference Line Field Option Description lt Ht gt Output Available for lt Edit Height No gt in REFLINE Configuration Heights page The orthometric height of the current position is displaye
135. ntil the General page is active REFLINE This screen consists of four pages The fields available on the General page and the Configuration Checks page are very similar to those in STAKEOUT Configuration Refer to 1 2 General page Configuration of a Logfile for information on the fields on these pages The expla nations for the softkeys given below are valid as indicated SEES Ly os ky L1 aig a x ET CONT F1 BEELINE ry 8 To accept changes and return to the nfiguration eneral Rherks Heights ngfile screen from where this screen was Orientate To Northhg accessed DMASK F3 To edit the display mask currently ee i Polar being displayed Available when Display Mask lt tone gt lt Display Mask gt is highlighted on Use Chainages No 4 General page mar SHIFT ABOUT F5 CONT PAGE To display information about the application program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Use Chain Yes or No Activates the use of chainages within the refer ages gt ence line application program lt Chain Choicelist Available for lt Use Chainages Yes gt Selects Format gt display format for all chainage information fields Next step PAGE F6 changes to the Heights page 80 GPS1200 Reference Line REFLINE Configuration Heights page Reference Line Description of field
136. of fields Field Option Description lt Method gt Choicelist The method by which the rotation angle will be determined lt Rotation Choicelist The point around which all points will be rotated Pt gt lt Existing User input Available for lt Method Computed gt A known Az gt direction before rotating lt New User input Available for lt Method Computed gt A known Azimuth gt direction after rotating lt Rotation gt User input or The amount by which the points will be rotated output Next step PAGE F6 accesses COGO Shift Rotate amp Scale Scale page GPS1200 41 COGO Shift Rotate amp Scale Scale page COGO Shift Rotate amp Scale Store General page 42 The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The method by which the scale factor will be determined lt Existing User input Available for lt Method Computed gt A known Dist gt distance before scaling This value is used for calculating the scale factor lt New Dist gt User input Available for lt Method Computed gt A known distance after scaling This value is used for calculating the scale factor lt Scale gt User input or The scale factor used in the calculation out
137. oint 854 Description of fields STORE F1 To store the result SURVY F5 To manually occupy a point for the COGO calculation Available if lt From gt or lt To gt is highlighted SHIFT CONF F2 To configure the COGO application program Sq SHIFT QUIT F6 LAST SURVY PAGE To not store the calculated results and exits COGO calculation 2 Points Radius 2 Tgnts Radius 2 Tgnts Arc Lngt 2 Tgnts Chrd Lngt Field Option Description lt Method gt The method by which the arc will be defined 3 Points Uses three known points to define the arc Defines the arc using two known points and a radius of the arc Defines the arc using two tangents anda radius of the arc Defines the arc using two tangents and the length of the arc Defines the arc using two tangents and the chord of the arc lt Start Point gt Choicelist The start point of the arc lt Second Point gt Choicelist The second point of the arc lt End Point gt Choicelist The end point of the arc lt Point 1 gt Choicelist A point on the first tangent Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt PI Point gt Choicelist The point of intersection of the two tangents Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt Point 2
138. ollowing applica tion programs SURVEY Survey Begin is shown as an example Additional fields are available for particular application programs The first screen of Wake Up Sessions differs from XX Begin and is ssid in the chapter on Wake Up Sessions SNES Lp Sie Ges rey EL 8 L gt SURVEY Survey Begin Job 7 on7 CO i CONT F1 ea aap lonas To accept changes and access the subsequent screen X CONF F2 Configi Set RTK Rover 4 To configure the application program Antenna AX1202 Pole p CSYS F6 iat To select a different coordinate CONT CONF jesys system Description of fields Field Option Description lt Control Choicelist Available for Reference Line The original points Job gt to be staked and the reference lines arcs are stored in this job lt Stakeout Choicelist Available for Stakeout The job containing the Job gt points to be staked lt Job gt Choicelist The active job For Stakeout and Reference Line Points which are occupied after staking out are stored in this job The original points to be staked are not copied to this job Application Programs Getting Started GPS1200 7 Field Option Description lt Coord Output The coordinate system currently attached to the System gt selected lt Job gt lt Codelist gt Choicelist No codes are stored in the selected lt Job gt All codelists from Main Menu
139. ot key or USER The currently active configura tion set and job are used GPS1200 COGO 2 3 Configuring COGO Access COGO Configuration Parameters page COGO Step Description 1 Press PROG Highlight COGO 2 3 CONT F1 4 In COGO COGO Begin press CONF F2 to access COGO Configura tion The explanations for the softkeys given below are valid for all pages unless other wise stated A7 31 Le ar a yf COGO He ae aU R 7AB CONT F1 To accept changes and return to the screen from where this screen was accessed SHIFT ABOUT F5 Paraneters Residmals li ngrite Distance Type i Yes 4 Use Offsets Store Pts As MEAS 4f eiles eter r To display leans about p TPS Obs TPS Obs Intersection z program name Me versionnumDer af the date of the version the copyright CONT PAGE and the article number Description of fields Field Option Description lt Distance Grid Ground or The type of distances and offsets to be accepted Type gt Ellipsoid as input or shown as output and used in the calculation a Ellipsoid lt P d1 Known 4 P1 First known point P2 Second known point P2 Unk d2 nknown a d1 Ground distance d2 Ellipsoid distance d3 Grid distance TPS12_170 lt Use Yes or No Activates the use of offsets in the COGO calcu Offsets gt lations Input fields for the offsets are av
140. out in relation to the reference line SHIFT CONF F2 To configure the reference line arc Available for OCUPY F1 being displayed SHIFT CONEC F3 and SHIFT DISCO F3 To dial the number of the reference station configured in the active configuration set and to hang up immediately after the survey is completed Available for OCUPY F1 or STORE F1 being displayed GPS1200 91 SHIFT INIT F4 To force a new initialisation Avail able for OCUPY F1 or STORE F1 being displayed and for configuration sets allowing phase fixed solutions SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template SHIFT QUIT F6 To exit Reference Line application program Description of fields Field Option Description lt Point ID gt User input The point ID of the point to be measured lt Antenna Ht gt User input The height of the antenna that is being used Changing the antenna height here does not update the default antenna height as defined in the active configuration set lt AOffset gt Output Perpendicular offset from the reference line arc measured from the reference point to the meas ured point lt Chainage gt Output Chainage of the current position along the line arc This is the chainage of the start of the reference line arc plus lt ALin
141. plained in this chapter The screen names field names and explanations for lines are used If required additional information is given for COGO arc calculations Base Point GPsi2_119 PO Known PO lt Start Point gt P1 lt End Point gt P2 lt Offset Point gt Unknown P3 Base point d1 lt Offset XX gt d2 lt ALine XX gt Offset Point PA Known PO lt Start Point gt P3 P1 lt End Point gt aa d d1 lt Offset XX gt P2 g2 lt ALine XX gt Unknown P2 lt Offset Point gt GPsi2_119 PO P3 Base point Segmentation d d d d Line divided by lt Method No of PO j i p Segments gt GPS12_144 PO lt Start Point gt P1 lt End Point gt d Equally spaced segments result from dividing a line by a certain number of points d1 d1 d1 d2 Line divided by lt Method Segment PO g s A Length gt GPS12_145 PO lt Start Point gt P1 lt End Point gt d1 lt Seg Length gt d2 Remaining segment GPS1200 33 Diagrams Arc Center Arc Calculation GPS12_158 Base Point GPS12_121 Offset Point GPS12_121 Known PO lt Start Point gt P1 lt End Point gt d1 lt Arc Radius gt Unknown P2 Arc center d2 lt Arc Length gt Known PO lt Start Point gt P1 lt End Point gt P2 lt Offset Point gt Unknown P3 Base point d1 lt AOffset XX gt d2 lt AArcDist XX gt Known PO lt Start Point gt P1 lt End Point gt d1 lt AOffset XX gt d2 lt AArcDist XX gt Unk
142. ption lt Geoid Choicelist The geoid model to be used in the transforma Model gt tion Geoid models from MANAGE Geoid Models can be selected lt Pre Trans Choicelist The pre transformation to use for the prelimi form gt nary 3D transformation lt Ellipsoid gt Choicelist The ellipsoid to use in the transformation Output The ellipsoid being used by a fixed projection when selected in lt Projection gt lt Projec Choicelist The projection to use in the transformation tion gt lt CSCS Choicelist The CSCS model to use in the transformation Model gt Next step CONT F1 continues to DET C SYS Step 3 Match Points n DET C SYS This screen provides a list of points chosen from lt WGS84 Pts Job gt and lt Local Step 3 Match Pts Job gt The number of control points matched between both jobs is indicated in Points n the title for example DET C SYS Step 3 Match Points 4 Unless there is no pair of matching points in the list all softkeys are available Sle Be hyli 7 o a eP DET C SYS gL gal os at CALC F1 To confirm the selections compute the transformation and continue with the subsequent screen NEW F2 To match a new pair of points This Wat pair is added to the list A new point CALC NEW EDIT DEL MATCH AUTO can be manually occupied EDIT F3 To edit the highlighted pair of matched points DEL F4 To delete the highlighted pair of matched points from the list MATCH F5 To change th
143. put lt Scale From Pt gt No Yes Scaling is performed by multiplying the original coordinates of the points by lt Scale gt lt Scale gt is applied to the coordinate difference of all points relative to lt Rotation Pt gt selected on the Rotation page The coordinates of lt Rotation Pt gt will not change Next step CALC F1 performs the shift rotation and scale calculation and accesses COGO Shift Rotate amp Scale Store Description of fields Field Option Description lt Pts Output The number of selected points having been Selected gt shifted rotated and or scaled lt Store Job gt Choicelist The calculated COGO points will be stored in this job The original points are not copied to this job lt Add Identi Yes or No Activates the use of additional identifiers for the fier gt point ID s of the calculated COGO points lt Identifier gt User input The identifier with up to four characters is added in front of or at the end of the ID of the calculated COGO points lt Prefix Suffi Prefix Adds the setting for lt Identifier gt in front of the x gt original point ID s Suffix Adds the setting for lt Identifier gt at the end of the original point ID s GPS1200 COGO COGO Shift Rotate amp Scale Results Result page COGO Next step STORE F1 accesses COGO Shift Rotate amp Scale Results Result page Des
144. put Available for lt Method Pt Brg Dst Grade gt and lt Method Pt Brg Dst AHt gt The horizontal grid distance from the start point to the end point of the reference line lt Grade gt User input Available for lt Method Pt Brg Dst Grade gt The gradient of the line from the start point to the end point of the reference line lt AHeight gt User input Available for lt Method Pt Brg Dst AHt gt The difference in height from the start point to the end point of the reference line lt Radius gt User input Available for lt Method 2 Points Radius gt The radius of the reference arc lt Arc Dist gt Output The horizontal grid distance along the arc between lt Start Point gt and lt End Point gt of the arc is displayed if the distance cannot be calculated Next step PAGE F6 changes to REFLINE Choose Task amp Reference Line Map page The Map page provides an interactive display of the data Next step IF THEN lt Task Measure to CONT F1 accepts the changes and accesses REFLINE XX gt Measure Points Refer to 6 4 Measuring to a Reference Line Arc lt Task Stake to CONT F1 accepts the changes and accesses REFLINE XX gt Enter Offset Values Refer to 6 5 Staking to a Reference Line Arc lt Task Gridstake CONT F1 accepts the changes and accesses REFLINE XX gt Define Grid Refer to 6 6 Gridstaking
145. r input The offset of the hidden point to the line between the two known points Available for lt Method Chainage amp Offset gt Survey Hidden Points GPS1200 145 HIDDEN PT Hidden Point Result Result page 146 Next step CALC F1 calculates the hidden point and displays the results in HIDDEN PT Hidden Point Result Result page The displayed fields and softkeys depend on the hidden point measurement method used KEES My Li 7 a O e A STORE F1 Hidden Point Result Result Manal pIa To store the hidden point and to Point ID return to the screen from where HIDDEN PT Hidden Point Measure Ko Check Dist A 25 3180 n ent wasaccessad Check Dist B 4 2406 n Check Dist AB 23 5919 n NEXT F5 To store the hidden point and to return to HIDDEN PT Hidden Point Wat Measurement Another hidden point STORE NEXT PAGE can be measured SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template SHIFT QUIT F6 To not store the hidden point and to return to the screen from where HIDDEN PT Hidden Point Measure ment was accessed Description of fields Field Option Description lt Point ID gt User input The identifier for the hidden point The config ured point ID template is used The ID can be changed in the following way e To start a new
146. ransfrm Type Twostep gt CONT F1 to access DET C SYS Step 2 Choose Parame ters Refer to 5 2 Determine Coordinate System Onestep Twostep Transformation lt Transfrm Type Classic 3D gt CONT F1 to access DET C SYS Step 2 Choose Parame ters Refer to 5 3 Determine Coordinate System Classic 3D Transformation Determine Coordinate System One Point Localisation GPS1200 67 5 2 Determine Coordinate System Onestep Twostep Transformation 5 2 1 Determining a New Coordinate System Access DET C SYS Step 2 Choose Parameters DET C SYS Step 3 Choose Common Point 68 Refer to 5 1 Accessing Determine Coordinate System One Point Localisation to access DET C SYS Step 2 Choose Parameters Description of fields Field Option Description lt Pre Trans Choicelist Available for lt Transfrm Type Twostep gt The form gt pre transformation to be used for the preliminary 3D transformation lt Ellipsoid gt Choicelist Available for lt Transfrm Type Twostep gt The ellipsoid to be used in the transformation Output The ellipsoid being used by a fixed projection when selected in lt Projection gt lt Projec Choicelist Available for lt Transfrm Type Twostep gt The tion gt projection to be used in the transformation lt Geoid Choicelist The geoid model to be used in the transforma Model gt tion Next step CON
147. red correctly The according real time device is attached and working properly Step Description 1 Refer to 1 1 Starting an Application Program to access SURVEY Survey Begin 2 SURVEY Survey Begin Check the settings Select a typical configuration set for real time rover operations 3 CONT F1 to access SURVEY Survey Job Name The arrow at the real time device and real time status icon flashes when real time messages are being received C Fixing ambiguity begins The current position status is indicated by the position status icon When working with code only corrections an ambi guity solution is not attempted C The position mode icon is the moving icon This indicates that the antenna can be moved around and that no static observations are being recorded The fields shown are those from a typical configuration set for real time rover oper ations The screen described consists of the Survey page and the Map page The explanations for the softkeys given below are valid for the Survey page The majority of softkeys is identical to those available for static operations Refer to 9 2 Static Operations for information on the identical softkeys ciza2 ES air F a y Si SHIFT CONEC F3 and SHIFT DISCO SURVEY F3 To dial the number of the reference Point p mii station configured in the active configuration set and to hang up immediately after the survey is Antenna nE E hl espe
148. rence line arc or performing a grid stakeout relative to a reference line arc Step Description 1 Refer to 6 3 Managing Reference Lines Arcs to access REFLINE Choose Task amp Reference Line 2 SLOPE F3 to access REFLINE Define Slope 09 30 Roe a E REFLINE Define Slope Use Slope mi Slope Type Left Down df Slope Grade 1 1hv Hinge Hz Ofst 2 000 CONT F1 Hinge V Ofst 5 000 m To confirm the selections and to return to the previous screen mar SHIFT CONF F2 CONT DHASK To configure the reference line arc Description of fields Field Option Description lt Use Slope gt Yes or No lt Use Slope Yes gt to define a slope lt Slope Choicelist The method how the slope will be created Type gt Left down Creates a downward plane extending to the left of the defined reference line arc Right down Creates a downward plane extending to the right of the defined reference line arc Left up Creates a upward plane extending to the left of the defined reference line arc Left down Creates a upward plane extending to the right of the defined reference line arc lt Slope User input Inclination of the slope Grade gt lt Hinge Hz User input Horizontal offset from the line arc that sets Ofst gt where the slope starts lt Hinge V User input Vertical offset from the line arc that sets where Ofst gt the slope starts GPS1200 89 9
149. rogram has been exited Select from Job e Reference lines arcs can be created edited stored and deleted in the lt Control Job gt The reference lines arcs can be recalled for use later 82 GPS1200 Reference Line 6 3 2 Access step by step REFLINE Choose Task amp Reference Line Reference page Reference Line Manually Entering a Reference Line Arc Step Description 1 Refer to 1 1 Starting an Application Program to access REFLINE Refer ence Line Arc Begin CONT F1 to access REFLINE Choose Task amp Reference Line REFLINE Choose Task amp Reference Line Reference page Select lt Ref to Use Manually Enter gt The explanations for the softkeys given below are valid as indicated The fields avail able depend on the options chosen for lt Task gt and lt Method gt on this screen 09 40 4 oe ar g x aa CONT F1 REFLINE at To accept changes and continue with m amp Sees Line the subsequent screen PTerence Aa Task Heasure to Line f SLOPE F3 Ref to Use Manually Enter P To define reference line arc slope Hethod Pt Brg Dst Grade Start Point 1000 4f OFSET F4 Azimuth 34 00 00 To define reference line arc offsets Horiz Dist 100 000 u shifts rotations height offsets and Grade 1 0hv DTM offsets at SURVY F5 CONT SLOPE OFSET SURVY PAGE To manually occupy a point Avail able when a point field is highlighted SHIFT CONF
150. s Use Start Point Use DTM Model Field Option Description lt Heights gt Depending on the task chosen this parameter controls the following When measuring to a line arc it determines the delta height value which is displayed when points are being measured When staking to or gridstaking a line arc it determines the height value to be staked out Use Ref Line Heights are computed along the reference line arc Heights are computed relative to the height of the starting point The stake out height is computed from the DTM being used lt Edit No The height of the current position is displayed Height gt while staking out The value cannot be changed Yes The height of the point to be staked is displayed while staking out The value can be changed Next step IF THEN a logfile is to be PAGE F6 changes to the Logfile page Refer to 1 2 Config configured uration of a Logfile the configuration is CONT F1 to return to REFLINE Reference Line Arc Begin finished followed by CONT F1 to access REFLINE Choose Task amp Reference Line GPS1200 81 6 3 Managing Reference Lines Arcs 6 3 1 Overview Description There are two ways by which a reference line arc can be defined Manually Enter A reference line arc can be defined by manually entering known parameters The line is only temporary and is not stored once the Reference Line application p
151. s Field Option Description lt AHeight gt User input The positive or negative height difference between the centre of the hidden point measurement device and the target point When a hidden point meas urement device is attached to the receiver to measure the height difference the value is auto matically transferred For hidden point measurement methods using two known points lt AHeight gt must be determined from each known point Ee lt AHeight gt can be computed using SLOPE F5 Survey Hidden Points GPS1200 149 Next step HGTS F3 accesses HIDDEN PT Device amp Target Height HIDDEN PT SEEN ky L1 i BON AR Device amp Target HIDDEN PT eri 7 al b zeg Height Device amp Target FE g Device Ht at Pt A 1 387 n Target Ht 5 0 420 n Devicc Ht at Pt B 4 522 n Target Ht EEE CONT F1 maT To return to HIDDEN PT Hidden CONT Point Measurement Description of fields Field Option Description lt Device Ht at User input The height of the hidden point measurement Pt A gt device above lt Point gt respective lt Point A gt lt Target Ht gt User input The height of the target point above the hidden point when measured from lt Point gt respective lt Point A gt lt Device Ht at User input Available for hidden point measurement Pt B gt methods using two known points The height of the hidden point measurement device above lt Point B gt lt Target
152. s To change between the ellipsoidal and the orthometric height GPS1200 127 Next step Step Description 1 Type in the reference station coordinates 2 CONT F1 to access SURVEY Survey Job Name The point occupation starts SURVEY The appearance and functionality of the screen is identical for all real time reference Survey Job Name configuration sets SPECT L1 75 O nR SURVEY ee GJ aa Survey Job2 Point ID 100 Antenna Ht 1 3820 n Time at Point 00 02 01 STOP F1 To end the point occupation store GDOP z 2 2 iat the point and to return to GPS1200 STOP Main Menu Description of fields Field Option Description lt Point ID gt Output The identifier for the reference station point lt Antenna Output The antenna height as entered in SURVEY Set Ht gt Up Reference Station is displayed lt Time at Output The time from when the point is occupied until Point gt point occupation is stopped lt GDOP gt Output The current GDOP of the computed position Next step STOP F1 to end the point occupation store the point and to return to GPS1200 Main Menu 128 GPS1200 Survey General 9 5 Real Time Rover Operations Requirements Access step by step SURVEY Survey Job Name Survey page Survey General e lt R Time Mode Rover gt in CONFIGURE Real Time Mode A real time interface is configu
153. s or lt Local Ell suggested A height value to be stored with the Ht gt calculated point can be typed in lt Offset Output Point ID of offset point Available for lt Task Point gt Calc Base Point gt lt ALine XX gt Output Horizontal distance from start point to base point Available for lt Task Calc Base Point gt GPS1200 COGO COGO XX Results Code page COGO Define Segmenta tion COGO Field Option Description lt AArcDist Output Horizontal distance along the arc from start point XX gt to base point Available for lt Task Calc Base Point gt lt AOffset Output Offset from base point to offset point Positive to XX gt the right and negative to the left of the line Avail able for lt Task Calc Base Point gt lt Line Output Length of line from start point to end point Avail Length gt able for lt Task Calc Offset Point gt lt Line Brng gt Output Bearing of line from start point to end point Available for lt Task Calc Offset Point gt lt Arc Output Computed radius of arc Available for lt Task Radius gt Calc Arc Center gt and lt Task Calc Offset Point gt lt Arc Output Computed length of arc Available for lt Task Length gt Calc Arc Center gt and lt Task Calc Offset Point gt lt Offs Pt Output Bearing of offset point from base point to offset Brng gt point Available for lt Task Calc Offset Point gt Ne
154. sequence of point ID s type over the point ID e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Check Dist Output The computed horizontal distance between AB gt lt Point A gt and lt Point B gt Available for lt Method Double Bearing gt lt Method Double Distance gt and lt Method Chainage amp Offset gt lt Check Brg Output The computed bearing from lt Point A gt to AB gt lt Point B gt Available for lt Method Double Bearing gt GPS1200 Survey Hidden Points Field Option Description lt Check Dist Output The computed horizontal distance between A gt lt Point A gt and the hidden point Available for lt Method Double Bearing gt and lt Method Chainage amp Offset gt lt Check Dist Output The computed horizontal distance between B gt lt Point B gt and the hidden point Available for lt Method Double Bearing gt and lt Method Chainage amp Offset gt lt Check Output The computed distance on the line from lt Point Chng A gt A gt to lt Point B gt from lt Point A gt to the point of intersection with lt Check Offset gt Available for lt Method Double Distance gt lt Check Output The computed distance on the line from lt Point Chng B gt B gt to lt Point A gt from lt Point B gt to the point of inters
155. ss COGO Traverse Input Input page COGO COGO traverse calculation with offset for a single point Known PO Known point a Direction from PO to P1 d1 Distance between PO and P1 d2 Positive offset to the right d3 Negative offset to the left Unknown P1 COGO point without offset P2 COGO point with positive offset roe 106 P3 COGO point with negative offset COGO traverse calculation without offset for multiple points Known PO Known point a1 Direction from PO to P1 a2 Direction from P1 to P2 a3 Direction from P2 to P3 a4 Direction from P2 to P4 d1 Distance between PO and P1 a d2 Distance between P1 and P2 GPS12_063 P3 d3 Distance between P2 and P3 d4 Distance between P2 and P4 Unknown P1 First COGO point P2 Second COGO point P3 Third COGO point sideshot P4 Fourth COGO point Refer to 2 2 Accessing COGO to access COGO Traverse Input 12 34 Wre Aay COGO win os Sat CALC F1 To calculate the COGO point hothod ME OT INV F2 To calculate the values for the B cksight ated azimuth the distance and the offset Angle Right 69 123 g from two existing points Available if Azimuth g 25 229 y lt Azimuth gt lt HDist XX gt or wae na ites lt Offset gt is highlighted i ata SSHOT F3 CALC INV SSHOT LAST SURVY PAGE To calculate the point as a sideshot GPS1200 25 LAST F4 To recall previous results from COGO inverse calculations Avail able if lt Azimuth
156. ss Sections Access Job Name Refer to 12 2 Configuring Survey Cross Section to access X SECTION Survey X SECTION Survey Job Name General page 11 59 X SECTION Survey Job1 Raneral Ma Point ID Antenna Ht Template Element Code Dist to Last OcUPY 2 000 nm 004 gt 143 TOE Qlat START SURVY PAGE 156 GPS1200 The pages shown are those from a typical configuration set An additional page is available when a user defined display mask is used Si Sea 3 Sag X OCUPY F1 To start measuring the next point of the cross section F1 changes to STOP Available if a template has been opened with START F4 STOP F1 To end measuring the point F1 changes to STORE STORE F1 To store the measured point F1 changes to OCUPY START F4 and END F4 To open and close the selected cross section template While the template is open the elements of the cross section can be surveyed SURVY F5 To manually occupy a point that is not part of the cross section The point is not treated as an element of the cross section The open template remains open Available if a template has been opened with START F4 SHIFT CONF F2 To configure the Cross Section Survey application program SHIFT PREV F3 To select the previous element of the cross section template The currently measured element will not be stored Available for STOP F4 being displayed SHI
157. step IF THEN CONT F1 accesses COGO Define How to Divide Area Refer to paragraph COGO Define How to Divide Area Input page lt Area to Use CONT F1 accesses COGO Survey Job Name Points to be Survey New Area gt added to the new area can be surveyed COGO Survey Job Name e To stop surveying the area and to store the area DONE F4 and then STORE F1 To return to COGO Choose Area to be Divided ESC lt Area to Use Select Existing gt 14 02 COGO amp Li 7 a 8 Le Define How to Divide ES 55 T A a S CALC F1 To perform the area division and to Tnput Ma Divide By Def ined inana continue with the subsequent Using Parallel Line A Si b Aroa Grad E000 F screen Calculated COGO points are Point A 2 pt 694 not yet stored Point B pt 544 INV F2 Shift By Distances To calculate the value for the HDist Grnd 20 000 n distance from two existing points Gilat Available if lt HDist XX gt is high CALC INV SIZE LAST SURVY PAGE lighted SIZE F3 and PERC F3 To display the size and the percentage of the sub area GPS1200 COGO COGO Description of fields LAST F4 To select the value for the distance from previous COGO inverse calcu lations Available if lt HDist XX gt is highlighted SURVY F5 To manually occupy a point for the COGO calculation Available if lt Point A gt lt Point B gt lt Rotation Pnt gt or lt
158. step by step DET C SYS Compute Height Scale Factor Determine Coordinate System One Point Localisation Computing the Height Scale Factor for Twostep Transformations Step Description 1 Refer to 5 1 Accessing Determine Coordinate System One Point Local isation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Twostep gt Continue to DET C SYS Step 5 Determine Scale Select lt Method Compute CSF gt ay e nN HIGHT F3 to access DET C SYS Compute Height Scale Factor Description of fields Field Option Description lt Method gt User Entered Height scale factor can be manually typed in Known Local Pt Height scale factor is computed using the height of a known local point Known Local Ht Height scale factor is computed using an entered height value lt Known Choicelist Available for lt Method Known Local Pt gt The Point gt point ID of the point chosen from lt Local Pts Job gt from which the height scale factor is computed lt Known User input Available for lt Method Known Local Ht gt A Height gt known local height lt Height SF gt User input Available for lt Method User Entered gt To type in the height scale factor Output Available for lt Method Known Local Pt gt and lt Method Known Local Ht gt The computed height scale factor Next step CONT F1 returns to DET C SYS
159. surements 00 143 Edit wake up SESSION s s s 175 Ellipsoid distance in COGO ou eee 13 Exceeded limit Auto points re 134 Difference in Stakeout s is 119 F FIX eon oa i 55 Forward in Survey Cross Section 006 154 177 G 0 Grid distance in COGO ssieeseeeeeeiesreerrreeerreeee 13 Observation times static operations 124 Ground distance in COGO seese 13 Occupy staked point 0 ceeeeeeseeeeeeeeeeteeees 116 Offset H Reference LING ccscseccssseeeneeetsensnereeenesves 88 H PINT secepesnscsseocanceecenensnceesmctoanassasarsandietanensniant 123 Reference Plane sisissisarsireircronrierensrnaradss 104 Height offset stakeout n s eeren 114 Stakeout height o n 114 Heights hidden point measurement 149 T ype in HERE reference position 127 COGO interseCtion eo oooooooooooeececee 30 Hidden point measurement heights 149 COGO avergli 27 Hidden POMS ekranga 141 Offset point MEASUTE sssesssssssseseessessssssnsnsneninnieteeseeecten 142 COMPUtAtiON asioinnissa ienei isad 139 I CONJUNTS 5 ss cscceisaseseriexestecsntaesdesssepeatiestecsisnats 140 NTD KY Goa oa E EE OEE O AEE 108 123 Description P A EIE AT E SS 131 Intersections COGO calculation method 29 Offset plane 102 OI Ri Ba Natacha ecb acaaaeecne tata 25 Orientate 112 Inverse COGO calculation method 5 15 ORI
160. t The current 3D coordinate quality of the computed position Next step PAGE F6 changes to another page on this screen 130 GPS1200 Survey General 10 Survey Auto Points 10 1 Overview Description Auto points is used to automatically log points at a specific rate Additionally indi vidual auto points can be stored outside the defined rate Auto points are used in real time or post processed moving applications to document the track which was walked or driven along Auto points are logged between starting and stopping logging of auto points form one chain A new chain is formed each time logging of auto points is started Auto points can be collected in the Survey application program An Auto page is visible when logging of auto points is active Up to two offset points related to one auto point can be logged The offset points can be both to the left or right and they can be coded independently of each other and of the auto points Ee Logging of auto points is possible for lt R Time Mode Rover gt and lt R Time Mode None gt Survey Auto Points GPS1200 131 10 2 Configuring Auto Points Access Step Description 1 Select Main Menu Survey 2 In SURVEY Survey Begin press CONF F2 to access SURVEY Config uration SURVEY ae Li 7 SK Configuration SURVEY 7 7 b Sa Configuration Auto Points page IStadefAutn Points Log Auto Pts Log By Log Every
161. t Area 2 XX gt Output The size of the second sub area in m Next step CONT F1 accesses COGO Area Division Results GPS1200 COGO COGO Area Division Results ResultX page COGO The coordinates of the intersection points of the new border with the original area are displayed 14 50 ae amp lt ag AC aa STORE F1 goco Division pe oi To store the two results and to return Resnlt1 nde Plint to COGO Choose Area to be Point ID Divided once both points are stored COORD F2 Easting 764245 724 n To view other coordinate types Northing 252925 967 n RSLT1 F3 or RSLT2 F3 Ortho Ht aens m To view the first and second result STAKE F5 mat To stake out the calculated COGO STORE COORD RSLT2 STAKE PAGE point SHIFT ELL H F2 and SHIFT ORTH F2 To change between the ellipsoidal and the orthometric height SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Next step STORE F1 stores the results and accesses COGO Choose Area to be Divided For lt Write Logfile Yes gt in COGO Configuration Logfile page the result is written to the logfile GPS1200 51 52 GPS1200 COGO 3 Determine Coordinate System General 3 1 Description Requirements to determine a trans formation Requirements for control points Coordinate system determination met
162. te values can be stored Code auto Choicelist or input field for codes Code free Output field for free codes Code Type Output field for the type of code for example point code line code or area code Line Space Full Insert full line space Line Space Half Insert half line space Linework Choicelist with instructions how the software should flag a line area Msd Auto Output field for the number of auto points logged Points after pressing START F1 in SURVEY Survey Job Name Auto page Next step CONT F1 closes the screen and returns to SURVEY Configuration Auto Points page GPS1200 135 10 3 Real Time Rover Operations Requirements Access step by step SURVEY Survey Job Name Auto page 136 Auto Points for Post Processed Kinematic and lt R Time Mode None gt or lt R Time Mode Rover gt in CONFIGURE Real Time Mode e lt Log Auto Pts Yes gt in SURVEY Configuration Auto Points page Step Description 1 Refer to 1 1 Starting an Application Program to access SURVEY Survey Begin 2 In SURVEY Survey Begin select a job 3 Select a configuration set with lt R Time Mode None gt or lt R Time Mode Rover gt 4 Select an antenna 5 CONT F1 to access SURVEY Survey Job Name C For lt Start Logging Immediately gt logging of auto points begins 6 PAGE F6 until the Auto page is visible The softkeys and the field lt Auto Pt ID
163. tep CONT F1 continues to DET C SYS Step 5 Determine Scale This screen contains different fields depending on the lt Method gt selected The explanations for the softkeys given below are valid as indicated The scale is calcu lated using the distance from the centre of the ellipsoid to the WGS 1984 point selected in DET C SYS Step 3 Choose Common Point and the height of this point above the WGS 1984 ellipsoid for lt Transfrm Type Onestep gt or the local ellipsoid for lt Transfrm Type Twostep gt aka me Erun x SOD 7 DET C sts tad a Step 5 ae ai X Hethod Known WGS84 PERD CONT F1 To confirm the selections and to WGS84 Point 104 sp continue with the subsequent screen Scal 0 9999257 pales GRID F2 Reduced to Ellipsoid To compute the grid scale factor Available for lt Transfrm Type maT Twostep gt where lt Method CONT PPH Compute CSF gt HIGHT F3 To compute the height scale factor Available for lt Transfrm Type Twostep gt where lt Method Compute CSF gt SCALE F4 or PPM F4 To switch between lt Scale gt displaying the true scale and displaying the ppm SURVY F5 To manually occupy a point and store it in lt WGS84 Pts Job gt Avail able for lt Transfrm Type Onestep gt where lt Method Known WGS84 Pt gt when lt WGS84 Point gt is high lighted Determine Coordinate System One GPS1200 71 Point Localisation 72 For lt Transfrm Type
164. the line between the two known points The values are displayed in lt Chainage gt and lt Offset gt The point from where the chainage has been measured is selected in lt Chainage From gt Available for lt Method Chainage amp Offset gt SURVY F5 To manually occupy the known point for the calculation of the hidden point Available if lt Point gt lt Point A gt or lt Point B gt is highlighted SLOPE F5 To measure a slope distance and an elevation angle or percentage grade The slope distance and the elevation angle can either be typed in or meas ured with a hidden point measure ment device The values are used to compute the horizontal distance Available if lt Horiz Dist gt is high lighted SHIFT CONF F2 To configure hidden point measure ments Description of fields Field Option Description lt Method gt Choicelist The hidden point measurement method 144 GPS1200 Survey Hidden Points Field Option Description lt Point gt lt Point A gt or lt Point B gt Choicelist The point ID of the current position This is a known point for the calculation of the hidden point Ee To type in coordinates for the known point open the choicelist when this field is highlighted Press NEW F2 to create a new point lt Azimuth gt User input The azimuth from the known point to the hidden point Available for lt Method Brng amp Distance gt lt
165. the slope lt Height gt Output Height of measured point lt 3D CQ gt Output The current 3D qualitity of the computed posi tion Next step PAGE F6 changes to the Map page GPS1200 Reference Line 6 5 Staking to a Reference Line Arc oes step by Step Description 1 Refer to 6 3 Managing Reference Lines Arcs to access REFLINE Choose Task amp Reference Line 2 REFLINE Choose Task amp Reference Line Reference page lt Task Stake to XX gt 3 CONT F1 to access REFLINE Enter Offset Values REFLINE The screen contains different fields depending on the options chosen for lt Task gt in Enter Offset Values REFLINE Choose Task amp Reference Line Reference page and lt Heights gt and lt Edit Height gt in REFLINE Configuration Heights page The explanations for the softkeys given below are valid in all cases 13 05 yee i x Wa CONT F1 earn re T n ZAB To confirm the selections and to nter set Values Point ID 404 continue with the subsequent screen Stake Offeet 402 2310 LINE F4 Along Line 102 9234 n To define select a reference line arc Height Offset 2 0000 SURVY F5 To measure a point relative to the reference line arc mrar SHIFT CONF F2 CONT LINE SURVY To configure the reference line arc SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point
166. this page Next step IF THEN the desired refer highlight lt Ref Line gt or lt Ref Arc gt and press ENTER to ence line arc needs access RELINE Manage Reference XX Refer to paragraph to be created REFLINE Manage Reference XxX edited or selected the desired refer ence line arc has been selected For lt Task Measure to XX gt CONT F1 to access REFLINE Measure Points Ref XX page Refer to 6 4 Measuring to a Reference Line Arc For lt Task Stake to XX gt CONT F1 to access REFLINE Enter Offset Values Refer to 6 5 Staking to a Reference Line Arc GPS1200 85 REFLINE Manage Reference XX 86 IF THEN e For lt Task Gridstake XX gt CONT F1 to access REFLINE Define Grid Refer to 6 6 Gridstaking to a Reference Line Arc CONT F1 To select the highlighted reference line arc and to return to the screen from where this screen was accessed NEW F2 To create a reference line arc uat EDIT F3 CONT NEW EDIT DEL To edit a reference line arc DEL F4 To delete a reference line arc Description of columns Column Description Name Names of all the reference lines arcs available in the lt Control Job gt Date Date that the reference line arc was created Next step IF a reference THEN line arc is to be selected highlight the desired reference line arc CONT F1 closes the screen an
167. this screen and create the CONT NEXT next element PREV F5 Available in X SECTION Edit Element in Template To store the changes To stay in this screen and edit the previous element NEXT F6 Available in X SECTION Edit Element in Template To store the changes To stay in this screen and add the next element Description of columns Field Option Description lt Element Output For X SECTION Add Element and X SECTION No gt Insert Element The number of the element to be added For X SECTION Edit Element in Template x Number of the element to be edited y Total number of elements on the active template lt Code Free Code To store a code independent of the element as Type gt time related information Thematic Codes To store a code together with the element lt Rec Free After Point or Available for lt Code Type Free Code gt Code gt Before Point Determines if a free code is stored before or after the point lt Code Choicelist The code which will be stored before or after the free gt point line Available for lt Code Type Free Code gt lt Code gt Choicelist The code which will be stored with the next point line Available for lt Code Type Thematic Codes gt GPS1200 Survey Cross Section Field Option Description Attribute Output The attribute and the attribute value which will name be stored with the point line Availabl
168. tion of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways e To start a new sequence of point ID s type over the point ID e Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Antenna Ht gt User input The default antenna height as defined in the active configuration set is suggested Changing the antenna height here does not update the default antenna height as defined in the active configuration set lt 3D CQ gt Output The current 3D coordinate quality of the computed position Next step Press ESC returns to the VOLUMES Choose Task amp Surface screen Press ESC again returns to the VOLUMES Volume Calculations Menu screen GPS1200 Volume Calculations 13 4 Triangulate Surfaces Definition VOLUMES Triangulate Surface General page VOLUMES Boundary Definition Points page Volume Calculations To calculate the triangulation triangulation method delauny of the measured surface points to establish the surface 09 30 A L1 a a A VOLUMES e amp Sat CONT F1 tse Surface x To access VOLUMES Boundary eneral Pnints Ma SA Surface Name Definition F1 changes to
169. tions are always taken into account Points must have full coordi nate triplets Reference point The term reference point is used in this chapter to refer to the point from which the perpendicular offset from the reference line arc to the target point is measured Refer to paragraph Defining a reference line arc and the diagrams for further explanation Target point The design point For measuring to a reference line this is the point with the coor dinates of the current position and the designed or calculated height For staking or grid staking to a reference line this is the point to be staked Measured point The current position A reference line can be defined in the following ways e Two known points One known point an azimuth a distance and a gradient One known point an azimuth a distance and a difference in height A reference arc can be defined in the following ways Two known points and a radius Three known points The chainage of the start point of a reference line arc can be defined lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt GPS1200 79 6 2 Configuring Reference Line Access step by Step Description step 1 Press PROG 2 Highlight Reference Line 3 CONT F1 4 In REFLINE Reference Line Arc Begin press CONF F2 to access REFLINE Configuration 5 PAGE F6 u
170. to a Reference Line Arc GPS1200 Reference Line 6 3 3 Access step by step REFLINE Choose Task amp Reference Line Reference page REFLINE Choose Task amp Reference Line Map page Reference Line Selecting a Reference Line Arc from the Job Step Description 1 Refer to 1 1 Starting an Application Program to access REFLINE Refer ence Line Arc Begin CONT F1 to access REFLINE Choose Task amp Reference Line REFLINE Choose Task amp Reference Line Reference page Select lt Ref to Use Select from Job gt The explanations for the softkeys and the fields are as for lt Ref to Use Manually Enter gt The lt Method gt field is not available and all line definition fields are outputs all other differences are described below Refer to 6 3 2 Manually Entering a Refer ence Line Arc for information The fields shown depend on the options chosen for lt Task gt and lt Method gt in REFLINE New Reference XX Description of fields Field Option Description lt Ref Line gt Choicelist Available for lt Task XX Line gt The reference line to be used lt Ref Arc gt Choicelist Available for lt Task XX Arc gt The reference arc to be used Next step PAGE F6 changes to REFLINE Choose Task amp Reference Line Map page The Map page provides an interactive display of the data The reference line arc can be viewed but not defined using
171. to points are being logged stops the logging It must then be restarted Logs auto point to the measurement database Point logging at up to 20 Hz Coding and logging of offset points is not possible Logs auto points to the DB X Point logging at up to 1 Hz Coding and logging of offset points is possible lt Start Logging gt Immediately Controlled Logging of auto points starts immediately when the SURVEY screen is accessed Logging of auto points starts upon pressing START F1 on the Auto page in SURVEY lt Monitor cQ gt Yes or No Activates monitoring of the coordinate quality Auto points are stored when the coordinate quality is within the defined limit Survey Auto Points GPS1200 133 SURVEY Configure Auto Pts Display Mask 134 Field Option Description lt 3D CQ User input Available for lt Monitor CQ Yes gt Limit gt Limit for the coordinate quality above which an auto point is no longer automatically stored When the CQ of the auto point falls again below the defined value then the storing of auto points begins again lt Beep Logging Instrument beeps when storing an auto point When gt Not Logging Available for lt Monitor CQ Yes gt Instrument gives a single alarm beep each time an auto point is not recorded because the limit for the coordinate quality is exceeded For lt Log By Time gt the beep is given at the time when the point should
172. tor defined by a known point on the WGS 1984 datum 57 Field Option Description Known WGS84 Height scale factor defined by the known height Ht of a point on the WGS 1984 datum Next step PAGE F6 changes to the Twostep page DET C SYS Some fields are identical to those on the Onestep page Additional fields are Configuration explained here Twostep page Description of fields Field Option Description lt Default User Entered Scale factor can be manually typed in Scale gt Compute CSF Compute the combined grid and height scale factor lt Deflt Grid User Entered or Available for lt Default Scale Compute CFS gt SF gt Known Local Pt Default method for computing the grid scale factor of the known point Next step PAGE F6 changes to the Classic 3D page DET C SYS Description of fields Configuration z z Classic 3D page Field Option Description lt Default Use WGS84 Pt The source of the height information to use in Local Ht or Use Local the transformation Height gt Pt Ht Next step CONT F1 returns to DET C SYS Determine Coord System Begin 58 GPS1200 Determine Coordinate System General 4 Determine Coordinate System Normal Access step by step 4 1 Determining a New Updating a Coordinate System Step Description 1 Press PROG ee DET C SYS Step 1 Choose Transform Type Determ
173. ue C For static operations coordinates of the points used as reference station might be needed for post processing C For static post processed kinematic and real time rover operations data from the closest reference station might be required for post processing Run one receiver as static operation or real time reference at the same time OR Get data from the closest reference station for the same time interval GPS1200 121 122 Step Description 11 For real time reference operations Are coordinates of the point used as reference station known e If yes create a new point with these coordinates on the receiver If no the coordinates can be determined in the field GPS1200 Survey General 9 2 Static Operations Requirements Access step by step SURVEY Survey Job Name Survey page Survey General lt R Time Mode None gt in CONFIGURE Real Time Mode Step Description 1 Refer to 1 1 Starting an Application Program to access SURVEY Survey Begin 2 SURVEY Survey Begin Check the settings Select a typical configuration set for static operations 3 CONT F1 to access SURVEY Survey Job Name The fields shown are those from a typical configuration set for static operations The screen described consists of the Survey page and the Map page The explanations for the softkeys given below are valid for the Survey
174. x E SKIP F4 REFLINE 7 B 7AB To skip the currently displayed Stake 0 00 10 0 station and increment to the next oe i ce ETET station Available for OCUPY F1 h BEAT being displayed BACK 1 4528 a LINE F5 RGHT 412 9201 a To start staking the next grid line Da Mie The position of the first point on the 5 new line is determined by the option h eae selected for lt Next Line gt Available ocuPyY REVRS SKIP LINE PAGE for OCUPY F1 being displayed Description of fields Field Option Description First field on User input the screen The point ID is based on the selection for lt Point ID gt in REFLINE Define Grid If a different point ID is typed in the next point ID will still be shown as the next automatically computed point ID lt Ht gt Output Available for lt Edit Height No gt in REFLINE Configuration Heights page The orthometric height of the current position is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed Available for lt Edit Height Yes gt in REFLINE Configuration Heights page lt D Ht gt User input The design height which is the orthometric height of the point to be staked is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not poss
175. xt step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter mines the availability of the fields and softkeys They are identical to those of themat ical coding with without codelist Refer to the GPS1200 Technical Reference Manual for information on coding Next step PAGE F6 changes to the Plot page Description of fields Field Option Description lt Method gt How the line is to be divided Refer to paragraph Diagrams Line Calculation Delta Angle To divide the arc by an angular value lt Line Output Calculated line length between the selected Length gt lt Start Point gt and lt End Point gt lt Arc Output Computed length of arc Length gt lt No of User input or The number of segments for the line Segs gt output lt Seg User input or The calculated length of each segment or the Length gt output required segment length GPS1200 37 COGO Segmentation Results 38 Field Option Description lt Last Seg Output Available for lt Method Segment Length gt The Lgth gt length of the remaining segment lt Delta User input The angular value by which new points will be Angle gt defined on the arc lt Start PtID gt User input The point ID to be assigned to the first new point on the line lt PtID Inc gt User input lt Start PtID gt is incremented numeric

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